Schedule of Rates 2012

1

GOVERNMENT OF SIKKIM

PUBLIC WORKS DEPARTMENT

SCHEDULE OF RATES

2012

CIVIL WORKS

2

PREFACE

INTRODUCTION

The book of specification is the primary requirement for the preparation of any analysis of rates

and execution of the work and this analysis of rates have been prepared broadly based on the

following:

PART A: BUILDINGS AND OTHER WORKS: CPWD Specifications.

PART B: ROADS AND RIVER TRAINING WORKS: MoRTH and IRC specifications.

The rates have been prepared after detailed discussion and constant interaction between the

Engineers, representatives from Finance Revenue & Expenditure Department, Development

Planning Economic Reforms and NE Affair Department and the Department of Economic,

Statistics Monitoring & Evaluation (DESME).

LABOUR RATES:

The existing market labour rates are considerably higher than that of the Government approved

rates. Considering all these factors and to make the Schedule of Rates more realistic, the

minimum rates at which the different labours are available in the market have been adopted for the

analysis.

MACHINERIES AND EQUIPMENTS:

The rates at which the machineries and equipments are available for hire in the market have been

adopted for the analysis.

MATERIALS

Market survey was conducted at Siliguri and different places in Sikkim and accordingly the most

feasible rates have been adopted in the analysis which is inclusive of all taxes. Rates of Cement,

Steel, GCI sheets, Bitumen, GI and DI pipes were obtained from the STCS for the purpose.

OVERHEADS:

The overhead adopted by the Central Public Works Department in their Analysis of Rates -2012

has been adopted except for specialized works. For such specialized works like foundation and

superstructure of bridges, the overheads as per the Standard Data Book of MoRT&H have been

adopted.

3

The overhead charge covers the following:

1. Site accommodation, setting up plant, access road, water supply, electricity and

general site arrangements.

2. Site office furniture, equipments and communications.

3. Documentation and “as built” drawings.

4. Labour camps with minimum amenities and transportation to work site.

5. Laboratory equipment for field testing / laboratory testing cost.

6. Minor T&P and instruments.

7. Watch and ward.

8. Traffic management during construction.

9. Expenditure on safeguarding environment (Env CESS)

10. Sundries.

11. Sales / Turn over tax.

12. Works insurance / compensation/ labour insurance.

13. Compulsory labour payment for one day against six days continuously present on

duty.

CONCLUSION:

A lot of effort has been made for the preparation of this Schedule of Rates. I convey my deep

appreciation and sincere thanks to all those who have worked hard in the preparation of this

document and I also convey my thanks to all the Members of the Committee who have contributed

actively in finalizing the Schedule of Rates-2012.

This Schedule of Rates is applicable to all the Civil Construction works in the State of Sikkim

executed through the Government Department / Private and Public Undertakings.

Although due care has been taken to make the schedule of rates more realistic and as correct as

possible, however, some errors cannot be ruled out and might have crept in inadvertently. In case,

any such errors or omissions are apparent, these may be brought to the notice of the Department

for necessary corrections. Lastly suggestions and feedback for further improvements are always

welcome.

(G S SHARMA)

Principal Chief Engineer cum Secretary,

Roads and Bridges Department,

Government of Sikkim

4

GOVERNMENT OF SIKKIM

ROADS AND BRIDGES DEPARTMENT

No: 657/GoS/R&B Dated: 25.04.2012 NOTIFICATION

In supersession of the Schedule of Rate – 2006 notified vide notification number 04/GoS/R&B/Gen/04-

05/262/R&BPWD/R&B dated 13th March, 2007 and notification number 04/GoS/R&B/Gen/04-05/82PWD/R&B dated

24th March, 2008, the State Government is hereby pleased to notify the Schedule of Rates-2012 for its

implementation as under, namely:

1. The Schedule of Rates appended to this Notification shall be termed as Schedule of Rates - 2012 and the

same shall be deemed to have been effective from the date of issue of this Notification.

2. The said Schedule of Rates shall be applicable to all the Civil Engineering Works under Government of

Sikkim, excluding Electrical Works under Energy and Power Department.

3. For calculation of the price escalation whenever required, the empirical formulae adopted under FIDIC

(Fédération Internationale Des Ingénieurs-Conseils, French for the International Federation of Consulting

Engineers) shall be followed.

4. The labour rates adopted in the analysis shall be for the purpose of analysis only.

5. The Labour CESS shall be added over and above the estimated cost.

6. If any CESS, is notified hence forth by the Government, it shall also be treated as per Sl. No. 5 above.

7. For the items which are not covered by this Schedule of Rates – 2012, the respective Department shall

prepare the Analysis based on Standard Data book of Central Public Works Department (CPWD) / Ministry

of Road Transport and Highways (MoRT&H) for Analysis of Rates duly adopting the overheads and

Contractor Profit as specified in this Schedule of Rates based on approved Government agencies rates.

8. Ministry of Road Transport and Highways MoRT&H and Indian Road Congress (IRC) Specification shall be

followed for Road and Bridge works and Central Public Works Department (CPWD) Specification for all

other works.

By order and in the name of the Governor.

(G S SHARMA)

Principal Chief Engineer cum Secretary,

Roads and Bridges Department,

Government of Sikkim

5

CHAPTER ITEMS Page No.

PART – I

BUILDING AND OTHER WORKS

1 PREPARATORY AND EARTH WORK

2 PREPARATORY WORKS

3 EARTH WORK IN HILL CUTTING WORKS

4 EARTH WORK IN FOUNDATION TRENCHES

5 FILLING WORKS

6 CEMENT MORTAR

7 CEMENT CONCRETE

8 REINFORCED CEMENT CONCRETE

9 CEMENT PLASTER WORKS

10 BUILDING PARTITION WORKS

11 FLOORING WORKS

12 MASONRY WORKS

13 DRAINAGE

14 FORM WORK

15 TIMBER WORKS AND DOOR FITTINGS

16 DOORS AND WINDOWS:

17 DOORS AND WINDOWS FITTINGS

18 STEEL AND ALUMINIUM WORKS

19 ROOFING WORKS

20 STEEL WORKS

21 ALUMINUM WORKS

22 PAINTING AND POLISHING WORKS

23 WATER SUPPLY AND SANITATION

24 SANITARY FITTINGS

25 CARRIAGES

26 THEORITICAL CONSUMPTION

27 BASIC RATES

6

PART- II

ROAD, BRIDGES & RIVER TRAINING WORKS

GENERAL NOTES

1 CARRIAGE OF MATERIALS

2 SITE CLEARANCE

3 EARTH WORK, EROSION CONTROL AND DRAINAGE

4 SUB-BASES, BASES (NON- BITUMINOUS) AND SHOULDERS

5 BASES AND SURFACE COURSES (BITUMINOUS)

6 CEMENT CONCRETE PAVEMENTS

7 GEOSYNTHETICS AND REINFORCED EARTH

8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

9 PIPE CULVERTS

10 MAINTENANCE OF ROADS

11 HORTICULTURE

12 FOUNDATIONS FOR BRIDGE WORKS

13 SUB-STRUCTURE FOR BRIDGE WORKS

14 SUPER-STRUCTURE FOR BRIDGE WORKS

15 RIVER TRAINING AND PROTECTION WORKS

16 REPAIR AND REHABILITATION OF BRIDGES

17 THEORITICAL CONSUMPTION

18 BASIC RATES

19 STANDARD TABLES AND USEFUL DATAS

7

SCHEDULE OF RATES - 2012

PART – I : BUILDINGS AND OTHER WORKS

S/N ITEMS UNIT RATES - 2012

1 PREPARATORY AND EARTH WORK

1.1 Quarrying of stone, stone chips, sand, earth etc. cum 300.00

1.2 Stone chips

1.2.1 10mm and down gauge. cum 1100.00

1.2.2 20mm and down gauge. cum 900.00

1.2.3 21mm to 25mm. cum 750.00

1.2.4 26mm to 38mm. cum 700.00

1.2.5 39mm to 64mm. cum 650.00

1.3 Sand. cum 350.00

1.4 Soil. cum 50.00

Chisel dressing of stone ( 20cm x 15cm x 15cm ) cum 13044.28

2 PREPARATORY WORKS

2.1 Clearing jungle including uprooting of rank vegetation,

grass, brush wood, trees and saplings of girth upto 30 cm

measured at a height of 1 m above ground level and

removal of rubbish upto a distance of 50 m outside the

periphery of the area cleared.

sqm 3.90

2.2 Clearing grass and removal of the rubbish upto a distance

of 50 m outside the periphery of the area cleared.

sqm 1.97

3 EARTH WORK IN HILL CUTTING WORKS:

3.1 Excavation in Hill Area in Soil by Mechanical Means in

3.1.1 Excavation in soil in hilly area by mechanical means

including cutting and trimming of side slopes and

disposing of excavated earth with all lifts and lead up to

1000 meters.

cum 100.18

3.1.2 In case the land on the valley side is barren and there is

no objection for disposing of excavated earth on the

valley side, the provision of front end loader and tipper

shall be deleted as excavated earth shall be disposed off

on the valley side.

cum 54.67

3.2 Excavation in Hill Area in Soil by Manual Means

3.2.1 Excavation in soil in hilly area by manual means


disposing of excavated earth with all lifts and lead upto

50 meters.

cum 152.31

8




shall be deleted as excavated earth shall be disposed off

on the valley side.

cum 102.20

3.3 Excavation in Hilly Area in Ordinary Rock by

Mechanical Means not Requiring Blasting.

cum

3.3.1 Excavation in hilly area in ordinary rock not requiring

blasting by mechanical means including cutting and

trimming of slopes and disposal of cut material with all

lift and lead upto 1000 meters.

cum 152.96




shall be deleted as excavated earth can be disposed off on

the valley side.

cum 93.25

3.4 Excavation in Hilly Area in Ordinary Rock by Manual

Means not Requiring Blasting.

3.4.1 Excavation in hilly area in ordinary rock not requiring

blasting by Manual means including cutting and

trimming of slopes and disposal of cut material with all

lift and lead upto 50 meters.

cum 268.98




shall be deleted as excavated earth can be disposed off on

the valley side.

cum 218.87

3.5 Excavation in Hilly Areas in Hard Rock Requiring

Blasting

3.5.1 Excavation in hilly areas in hard rock requiring blasting,

by mechanical means including trimming of slopes and

stacking of cut material with all lifts and lead upto 50

meters.

cum 238.79


by Manual means including trimming of slopes and

collection of 40% of cut material and disposal of rest of

the materials with all lifts and lead upto 50 meters.

cum 243.34

3.6 Excavation in Hilly Areas in Hard Rock Blasting

Prohibited


by Manual means including trimming of slopes and

stacking of 60% of cut material with all lifts and lead

upto 50 meters.

cum 207.25

9

4 EARTH WORK IN FOUNDATION TRENCHES:

4.1 Earth work in excavation by mechanical means

(Hydraulic Excavator )/ manual means in foundation

trenches or drains (not exceeding 1.5 m in width or 10

sqm on plan) including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m. All kinds of soil.

cum 164.74

4.2 Excavation work by mechanical means (Hydraulic

Excavator)/ manual means in foundation trenches or

drains not exceeding 1.5 m in width or 10 sqm on plan

including dressing of sides and ramming of bottoms lift

upto 1.5 m, including getting out the excavated soil and

disposal of surplus excavated soils as directed, within a

lead of 50m. Ordinary rock

cum 257.17







lead of 50m. Hard rock (requiring blasting)

cum 496.98







lead of 50m. Hard rock (blasting prohibited)

cum 515.33

4.5 Extra for every additional lift of 1.5 m or part thereof in

(All kinds of soil).

29.00

4.6 Extra for every additional lift of 1.5 m or part thereof in

(Ordinary or hard rock).

52.20

5 FILLING WORKS

5.1 Filling inside plinth in building works with 23cm layers,

consolidated to 15cm including watering, ramming etc,

all complete.

cum 126.44

5.2 Filling with available excavated earth in trenches, plinth

and side of foundation in building works with layers not

exceeding 20cm in depth including consolidation of each

layer by ramming, watering etc, all complete.

cum 68.44

5.3 Sand filling in building works in layer not exceeding

20cum including watering, ramming etc, all complete.

cum 464.75

5.4 Providing and laying hand packed stone filling in

building works with clean hard selected stones, all

complete.

cum 359.60

10

5.5 5.5.1

5.5.2

Providing and laying hand packed stone soling in

buildings works with clean hard selected stones, all

complete. (Manual means)

Providing and laying hand packed stone soling in

buildings works with clean hard selected stones, all

complete. (Mechanical means)

Cum

Cum

560.28

464.56

CEMENT CONCRETE

6 CEMENT MORTAR

Providing and laying cement mortar in specified mix

including curing etc. all complete:

6.1 Cement mortar 1:1 (1cement: 1clean coarse sand) cum 9218.78

6.2 Cement mortar 1:2 (1cement, 2 clean coarse sand). cum 6095.98





7 CEMENT CONCRETE: (cast in situ)

7.1 Providing and Laying in position cement concrete of

specified grade including compacting curing etc all

complete.

7.1.1 1:1:2 (1cement, 1coarse sand, 2 graded stone aggregate

of 20mm nominal size)

cum 7030.06

7.1.2 1:1.5:3 (1cement, 1.5 coarse sand,3 graded stone

aggregate of 20mm & down size)

cum 5427.24

7.1.3 1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone


cum 4608.12

7.1.4 1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone


cum 4420.20

7.1.5 1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate

of 20mm & down size)

cum 3821.97

7.1.6 1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate


cum 3563.29

7.1.7 1:4:8 mix. (1 cement, 4 coarse sand, 8 stone aggregate of

40mm & down size)

cum 3136.71

7.1.8 1:5:10 mix.(1cement, 5 coarse sand, 10 stone aggregate


cum 2795.45

11

7.2 Providing & Laying in position cement concrete of

specified grade including compacting curing etc all

complete with Recron 3S of fiber length 6 or 12 mm

(125 gm of recron 3S per a bag of cement) as per the

direction of Engineer in Charge.

7.2.1 1:1:2(1cement, 1coarse sand, 2 graded stone aggregate of

20mm nominal size)

cum 7666.91

7.2.2 1:1.5:3 (1cement, 1.5 coarse sand,3 graded stone


cum 5844.84

7.2.3 1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone


cum 4942.20

7.2.4 1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone


cum 4754.28

7.2.5 1:3:6 mix.(1 cement, 3 coarse sand, 6 stone aggregate of

20mm & down size)

cum 4051.65

7.2.6 1:3:6 mix.(1 cement, 3 coarse sand, 6 stone aggregate of

40mm & down size)

cum 3792.97

7.2.7 1:4:8 mix. (1 cement, 4 coarse sand, 8 stone aggregate of

40mm & down size)

cum 3225.45

7.2.8 1:5:10 mix.(1cement, 5 coarse sand, 10 stone aggregate


cum 2863.31

7.3 Providing and Laying damp proof coarse 40 mm thick

with cement concrete 1:2:4 ( 1 cement, 2 Clean coarse

sand, 4 graded stone aggregate 12.5 mm & nominal size)

as per the direction of Engineer in Charge.

sqm 224.37

7.4 Providing and Laying damp proof course 40 mm thick

with cement concrete 1:2:4 ( 1 cement, 2 Clean course

sand, 4 graded stone aggregate 12.5 mm nominal size)

with Recron 3S of fiber length 6 or 12 mm (125 gm of

recron 3S per a bag of cement) as per the direction in

Engineer in Charge.

sqm 232.39

8 REINFORCED CEMENT CONCRETE CAST IN SITU

8.1 Providing and Laying in position specified grade of

reinforced cement concrete excluding the cost of form

work, finishing and reinforcements.

8.1.1 1:1:2 ( 1 cement: 1 coarse sand : 2 graded stone

aggregate 20mm and down nominal gauge size)

cum 7271.05

8.1.2 1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone

aggregate 20mm and down nominal gauge)

cum 5495.67

8.1.3 1:2:4 (1cement,2coarse sand, 4 graded stone aggregate of

20mm nominal size).

cum 4849.11

12

8.2 Providing & Laying in position specified grade of

reinforced cement concrete of nominal mix excluding

the cost of form work, finishing & reinforcements with

Recron 3S of fiber length 6 or 12 mm (125 gm of recron

3S per a bag of cement) as per the direction of Engineer

in Charge.

8.2.1 1:1:2 ( 1 cement: 1 coarse sand : 2 graded stone

aggregate 20mm and down nominal gauge size)

cum 7907.90

8.2.2 1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone

aggregate 20mm and down nominal gauge)

cum 5913.27

8.2.3 1:2:4 (1cement,2coarse sand, 4 graded stone aggregate of

20mm nominal size).

cum 5183.19

9 CEMENT PLASTER WORKS:

9.1 Providing and Laying 12mm thick cement plaster of

specified mix in single coat including finishing even and

smooth and curing complete.

9.1.1 1:3 Mix sqm 132.30

9.1.2 1:4 mix. sqm 116.33

9.1.3 1:5 Mix sqm 107.73

9.1.4 1:6 Mix. sqm 100.36



smooth and curing etc all complete.

9.2.1 1:3 Mix sqm 155.13

9.2.2 1:4 mix. sqm 136.05

9.2.3 1:5 Mix sqm 125.78

9.2.4 1:6 Mix. sqm 116.97



smooth and curing etc all complete.

9.3.1 1:3 Mix sqm 191.46

9.3.2 1:4 mix. sqm 166.61

9.3.3 1:5 Mix sqm 153.24

9.3.4 1:6 Mix. sqm 141.77

13


specified mix with Recorn 3S having a fiber length of

4.8 mm ( 100 gm / bag of cement) in single coat

including finishing even and smooth and curing complete

.

9.4.1 1:3 Mix sqm 139.12

9.4.2 1:4 mix. sqm 121.41

9.4.3 1:5 Mix sqm 111.91

9.4.4 1:6 Mix. sqm 103.70


specified mix with Recorn 3S having a fiber length of

4.8 mm ( 100 gm / bag of cement) in single coat

including finishing even and smooth and curing etc all

complete.

9.5.1 1:3 Mix sqm 163.27

9.5.2 1:4 mix. sqm 142.11

9.5.3 1:5 Mix sqm 130.73

9.5.4 1:6 Mix. sqm 120.96


specified mix with Recorn 3S having a fiber length of 4.8

mm (100 gm / bag of cement) in single coat including

finishing even and smooth and curing etc all complete.

9.6.1 1:3 mix. sqm 202.06

9.6.2 1:4 mix. sqm 174.51

9.6.3 1:5 Mix sqm 159.68

9.6.4 1:6 Mix. sqm 146.97

9.7 Extra for plastering exterior walls of height more than

10m from G.L. for every additional height of 3m or part

thereof.

sqm 15.66

9.8 POINTING ON BRICKS / STONE WORKS

9.8.1 Pointing on bricks works with 1:3 mix cement mortar (1

cement, 3 fine sand) ( Raised or cut pointing)

sqm 1214.86

9.8.2 Pointing on stone works with 1:3 mix cement mortar

(1 cement, 3 fine sand) (raised or cut pointing)

sqm 1209.83

9.10. FINISHING

9.10.1 Providing and laying plaster of paris putty of 2mm thick

over plastered surface to prepare the surface even and

smooth all complete:

sqm 90.08

14


10.1 Providing and laying first class brick work in half brick

thick in superstructure of standard size bricks with 1:4

cement mortar (1 cement and 4 course sand) including

carriage of bricks up to work site, curing etc all complete.

sqm 639.14

10.2 Providing and Laying first class brick work in one brick


cement mortar (1cement and 5 clean coarse sand) as per

the direction of Engineer in Charge including curing etc

all complete.

cum 5399.93

10.3 Providing and Laying first class brick masonry in one

and half brick thick wall in superstructure with 1:6

cement mortar (1 cement, 6 clean coarse sand) as per the

direction of Eng.-in-charge including curing etc. all

complete.

cum 5327.85

10.4 Providing Ekra walling with matured bamboo spits with

20mm thickness. Cement plaster 1:3mix (1cement,

3clean coarse sand) on both sides as per the direction of

Engineer in Charge including curing complete.

sqm 503.40

10.5 Providing and Laying 15cmx 23cm.x40cm size hollow

blocks made with 1:3:6 c.c. (1cement, 3 clean coarse

sand, 6 clean hard graded stone chips) in 1:4 c.m.

(1cement, 4 clean coarse sand) as per the direction of


sqm 583.37

10.6 Providing and Laying solid block (10cmx15cmx30cm) of

1:3:6 c.c (1cement, 3clean coarse sand, 6clean hard stone

chips of 20mm nominal gauge) in 1:4 c.m. (1cement,

4clean coarse sand) including curing complete.

sqm 945.72

10.7 Providing and Laying first class brick work in half brick


cement mortar (1 cement and 4 coarse sand) mixed with

Recron 3S of fiber length 4.8 mm ( 100 gm/bag of

cement) as per the direction of Engineer in Charge

including curing etc all complete.

sqm 649.01

10.8 Providing and Laying first class brick work in one brick


cement mortar (1cement and 5 clean coarse sand) mixed

with Recron 3S of fiber length 4.8 mm ( 100 gm/bag of

cement) as per the direction of Engineer in Charge

including curing etc all complete.

cum 5471.85

10.9 Providing and Laying first class brick masonry in one

and half brick thick wall in superstructure with 1:6

cement mortar (1 cement, 6 clean coarse sand)

mixed with Recron 3S of fiber length 4.8 mm ( 100

gm/bag of cement) as per the direction of Engineer in

Charge including curing etc. all complete.

cum 5770.40

15

10.10 Providing Ekra walling with matured bamboo spits with

20mm thickness. cement plaster 1:3mix (1cement, 3clean

coarse sand) mixed with Recron 3S of fiber length 4.8

mm ( 100 gm/bag of cement) on both sides as per the

direction of Engineer in Charge including curing

complete.

sqm 527.82

10.11 Providing and Laying 15cmx 23cm.x40cm size hollow

blocks made with 1:3:6 c.c. (1cement, 3 clean coarse

sand, 6 clean hard graded stone chips) in 1:4 c.m.

(1cement, 4 clean coarse sand) mixed with Recron 3S of

fiber length 4.8 mm (100 gm/bag of cement) as per the

direction of Engineer in Charge including curing

complete.

sqm 604.66

10.12 Providing and Laying solid block (10cmx15cmx30cm) of

1:3:6 c.c (1cement, 3clean coarse sand, 6clean hard stone

chips of 20mm nominal gauge) in 1:4 c.m. (1cement,

4clean coarse sand) mixed with Recron 3S of fiber length

4.8 mm (100 gm/bag of cement) as per the direction of


sqm 955.60

11 FLOORING WORKS

11.1 Providing and Laying of 18mm thick 30 cm height

cement plaster skirting with cement mortar 1:3

(1cement,3coarse sand) finished with a floating coat of

neat cement including rounding of junctions and curing

complete.

sqm 215.99

11.2 Providing and Laying of 21mm thick 30 cm height

cement plaster skirting with cement mortar 1:3

(1cement,3coarse sand) finished with a floating coat of


complete.

sqm 249.80

11.3 Providing and Laying 40 mm thick 1:2:4 c.c. (1cement,

2coarse sand,4 of 12.5mm and down stone aggregate)

flooring with floating coat of neat cement to give a

smooth surface in not exceeding 02 sqm including cost of

glass strips and curing etc complete in all building floors

wherever specified.

sqm 295.73

11.4 Providing and Laying 40 mm thick with Recorn 3S

polyester fiber of specified length (anti seepage /

cracking) in 1:2:4 c.c. (1cement, 2 coarse sand, 4 stone

aggregate of size 12.5mm and down )flooring with

floating coat of neat cement to give a smooth surface in

not exceeding 02 sqm. including cost of glass strips and

curing etc with complete in all building floors wherever

specified.

sqm 313.48

16

11.5 Providing and Laying 40 mm thick Ironite flooring in

1:2:4 c.c. (1cement, 2coarse sand,4 stone aggregate of

size 12.5mm and down )flooring with floating coat of

neat cement to give a smooth surface in not exceeding 02

sqm. including cost of glass strips and curing etc all

complete in all building floors wherever specified.

sqm 305.59

11.6 Providing and Laying 40 mm thick 1:2:4 c.c. (1cement,

2coarse sand,4 stone aggregate of size 12.5mm and

down )flooring with floating coat of neat cement to give

a smooth surface in not exceeding 02 sqm. (without glass

strip) curing etc complete in all building floors wherever

specified.

sqm 274.14

11.7 Extra for making chequers of approved pattern in C.C

floors over item No.13.3

sqm 24.36

11.8 Providing and Laying 18mm thick with under layer of

12mm thick cement plaster 1:3 red oxide plaster skirting

up to 30cm height with top layer of 6mm thick plaster of

cement Red oxide mix c.m. 1:3 using 3.5kg red oxide of

iron per 50kg of cement finished with a floating coat of

neat similar cement red oxide mix including rounding of

junctions and curing complete.

sqm 380.34

11.9 Providing and Laying 21mm thick with under layer of

15mm thick cement plaster 1:3 red oxide plaster skirting

up to 30cm height with top layer of 6mm thick plaster of

cement Red oxide mix 1:3 c.m using 3.5kg red oxide of

iron per 50kg of cement finished with a floating coat of


complete.

sqm 407.78

11.10 Providing and Laying. 40 mm thick Red oxide flooring

with under layer 30mm thick c.c. 1:2:4 and top layer of

10mm thick plaster of red oxide and cement mix cement

mortar 1:3 finished with a floating coat of neat similar

cement red oxide mix including cement slurry, rounding

of junction all complete:

sqm 511.72

11.11 Providing and Laying 40mm thick marble chips flooring

in light shade pigment with white cement rubbed and

polished with under layer of c.c. 1:2:4 (1cement, 2coarse

sand, 4graded stone aggregate of 12.50mm size) and top

layer of marble chips laid in cement marble powder mix

3:1 (3cement, 1marble powder) by weight in proportion

of 4:7 ( 4 cement marble powder mix : 7 marble chips)

by volume including cement slurry, pigments, curing etc.

all complete.

sqm 835.69

17

11.12 Providing and laying 40mm thick mosaic flooring

medium shade pigment with ordinary cement 50% and

white cement 50% rubbed and polished with under layer

of c.c. 1:2:4 (1cement, 2coarse sand, 4graded stone

aggregate of 12.50mm size) and top layer of marble chips

laid in cement marble powder mix 3:1(3cement, 1marble

powder) by weight in proportion of 4:7 ( 4 cement

marble powder mix : 7 marble chips) by volume

including cement slurry, pigments curing etc. all etc

complete.

sqm 793.73

11.13 Providing and laying. 40mm thick mosaic flooring dark

shade with ordinary cement rubbed and polished with

under layer of c.c. 1:2:4 (1cement, 2coarse sand, 4graded

stone aggregate of 12.50mm size) and 6mm top layer of

marble chips laid in cement marble powder mix 3:1

(3cement, 1marble powder) by weight in proportion of

4:7 (4 cement marble powder mix: 7 marble chips) by

volume including cement slurry, pigment, curing etc.

complete.

sqm 751.77

11.14 Providing and laying. 18mm thick (up to 30 cm high)

marble chips skirting (light shade), rubbed and polished

of top layer 6mm thick marble chips of size 1mm to 4mm

nominal size laid in cement marble powder mix 3:1


4:7(4cement marble powder mix, 7marble chips) by

volume including rounding the edges, curing etc

complete.

sqm 878.81

11.15 Providing and Laying. 21mm thick (up to 30 cm high)

marble chips skirting (light shade), rubbed and polished

of top layer 6mm thick marble chips of size 1mm to 4mm

nominal size laid in cement marble powder mix 3:1


4:7(4cement marble powder mix, 7marble chips) by

volume including rounding the edges, curing etc

complete.

sqm 983.63

11.16 Extra for providing and fixing glass strips in joints of

marble chips / Cement concrete floors.

sqm 31.26

11.17 Extra for laying terroza flooring on stair case treads not

below 30 cm in width including cost of forming, nosing

etc.

sqm 36.54

11.18 Providing and Laying flooring with marble stone slabs

flooring of size not less than 1.0 sqm of 20mm thick laid

over 20mm(average)1:4cm thick bare laid cement

concrete and joint treated with white cement, mixed with

matching pigment, curing including rubbing to give a

granite finish, as per the direction of Engineer in Charge

and carriage of material up to work site, all complete

(Zebra black marble or equivalent)

sqm 1721.62

18

11.19 Providing and Laying marble stone slabs 20mm thick

marble stone slabs flooring of size not less than 1.0 sqm

of 20mm thick laid over 20mm(average)1:4cm thick

bare laid cement concrete and joint treated with white

cement, mixed with matching pigment, curing including

rubbing to give a granite finish, as per the direction of

Engineer in Charge and carriage of material up to work

site, all complete (Raj agar Plain Marble / Udaipur green

marble or equivalent)

sqm 2258.12

11.20 Providing and Laying flooring with granite marble stone

slabs 20mm thick granite stone slabs flooring of size not

less than 1.0 sqm of 20mm thick laid over 20mm

(average) 1:4cm thick bare laid cement concrete and joint

treated with white cement, mixed with matching pigment,

curing including rubbing to give a granite finish, as per

the direction of Engineer in Charge and carriage of

material up to work site, all complete.

sqm 2693.12

11.21 Extra for marble stone flooring for treads of steps. RM 197.20

11.22 Extra for nosing in marble stone for treads. RM 136.30

11.23 Providing and Laying 20mm thick marble stone in

Risers of steps, skirting and pads, walls, pillars etc laid

on 10mm thick base c.m. 1:3 and joint treated with white




site, all complete (Zebra black marble or equivalent)

sqm 1924.44

11.24 Providing and Laying 20mm thick marble in Risers of

steps, skirting and pads, walls, pillars etc laid on 10mm

thick base c.m. 1:3 and joint treated with white cement,

mixed with matching pigment, curing including rubbing

to give a granite finish, as per the direction of Engineer in

Charge and carriage of material up to work site, all

complete (Raj agar Plain Marble / Udaipur green marble

or equivalent)

sqm 2460.93

11.25 Providing and Laying 20mm thick granite stone in Risers

of steps, skirting and pads, walls, pillars etc laid on

10mm thick base c.m. 1:3 joint treated with white




site, all complete.

sqm 2895.93

11.26 Providing and Laying. 25mm thick kota stone slab

flooring over 20mm thick 1:4 cm base laid and jointed

with grey cement slurry mixed with pigment to match the

shade of the slab including cutting, rubbing and polishing

complete.

sqm 1144.41

19

11.27 Providing and Laying kota stone slabs 25mm thick in

Risers of steps, skirting dado and walls laid on 12mm

thick (average) thick base of c.m. 1:3 (1 cement, 3 coarse

sand) and jointed with grey cement slurry mixed with

pigments to match the shade of the slab including cutting,

rubbing and polishing complete.

sqm 1337.93

11.28 Providing & Laying white or colored glazed vitrified tiles

of Orient / Somani or equivalent colour in flooring,

treads of steps landing etc laid on a bed of 15mm, cm 1:3

(1cement, 3coarse sand) finished with flush pointing with

white cement slurry.

sqm 1517.70

11.29 Providing and Laying white or colored glazed vitrified

tiles of classic colour or equivalent in flooring, treads of

steps landing etc laid on a bed of 15mm, cm 1:3



sqm 1571.53

11.30 Providing and Laying white or colored glazed vitrified

tiles Pearl (white, marvel Atlanta, jet black etc or

equivalent) in flooring, treads of steps landing etc laid on

a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished

with flush pointing with white cement slurry.

sqm 2077.97

11.31 Providing and Laying white or colored glazed tiles of

size 200mm x 300mm of plain/normal prints colours

(white, grey, ivory, platinum, cream, glacier white,

summers and, beach, wood duro, melody, or equivalent)

in skirting, risers of steps and Dados on 12mm thick

cement plaster (1cement, 3coarsed sand) 1:3 bare and

jointed with white cement slurry.

sqm 970.58

11.32 Providing and Laying Chequers tiles in on flooring over

12mm thick cement plaster (1cement, 3coarsed sand) 1:3

bare and jointed with white cement slurry.

sqm 855.59

11.33 Providing and Laying white or colored or ceramic glazed

tiles of size 200mm x 300mm luster printed ( loreno,

bronzo, colubia or equivalent) in skirting, risers of steps

and Dados on 12mm thick cement plaster (1cement,

3coarsed sand) 1:3 bare and jointed with white cement

slurry.

sqm 1017.00

11.34 Providing and Laying white or colored or ceramic glazed

tiles of size 200mm x 300mm Special colour(black,

burgundy, pink, midnight blue, alpine blue or

equivalent) in skirting, risers of steps and Dados on

12mm thick cement plaster (1cement, 3coarsed sand) 1:3

bare and jointed with white cement slurry.

sqm 1150.99

11.35 Providing and Laying plain colored glazed ceramic tiles

of size 300mm x 300mm in plain colours (white, grey,

ivory platinum, leather brown etc or equivalent), on

floors landing etc laid on a bed of 15mm, cm 1:3



sqm 835.62

20

11.36 Providing and Laying colored glazed tiles of special

colour( black, sorrento, maroon, cotto, kota green, sand

dune, fume colour, droplets etc. or equivalent) in

flooring, treads of steps landing etc of size 300mm x

300mm laid on a bed of 15mm, cm 1:3 (1cement, 3coarse

sand) finished with flush pointing with white cement

slurry.

sqm 993.95

11.37 Providing and Laying white or colored glazed tiles anti

skid ( elegant, cashmere, Egyptian rustic, celebrity, lara

etc or equivalent) of glossy series or celebrity, elegant or

equivalent in flooring, treads of steps landing etc of size

300mm x 300mm laid on a bed of 15mm, cm 1:3



sqm 993.95

11.38 Providing & Laying 40 mm thick Red oxide flooring

with Recorn 3S polyester fiber (anti seepage/cracking)

under layer 30mm thick c.c. 1:2:4 and top layer of 10mm

thick plaster of red oxide and cement mix cement mortar

1:3 finished with a floating coat of neat similar cement

red oxide mix including cement slurry, rounding of edges

and junctions, strips and curing etc, all etc complete.

sqm 524.27

12 MASONRY WORKS

12.1 Providing and Laying Plum concrete in 1:2:4 c.c.

(1cement, 2coarse sand, 4clean hard graded stone chips

of 20 mm down nominal gauge) with 50% clean hard

stone of sizes not exceeding 15cm including shuttering,

compacting and curing complete, as per the direction of

Engineer in Charge.

cum 3441.42

12.2 Providing and Laying Plum concrete in 1:4:8 c.c.

(1cement, 4 coarse sand, 8 clean hard graded stone chips

of 40 mm down nominal gauge) with 50% clean hard

stone of sizes not exceeding 15cm including shuttering,

compacting and curing complete, as per the direction of

Engineer in Charge.

cum 2705.71

12.3 Providing and laying Hand Packed wall with clean hard

selected stone including centering aligning and

slopes/curves etc, complete as per the direction of

Engineer in Charge.

cum 488.65

12.4 Providing and Laying Random Rubble Stone Masonry

wall with hammer dressed with bond stone, through stone

of size 150mm x 150mm x 450mm manufactured in 1:4:8

(1cement, 4 clean coarse sand, 8 clean hard stone

aggregate of size 40 mm and down) clean hard selected

stone, including centering aligning and slopes/curves etc,

complete as per the direction of Engineer in Charge

cum 884.89

21

12.5 Gabian Structure (Providing and construction of a gabain

structure with segments of wire crates of size 7 m x 3 m x 0.6

m each divided into 1.5 m compartments by cross netting,

made from 4 mm galvanised steel wire @ 32 kg per 10sqm

having minimum tensile strength of 300 Mpa conforming to

IS:280 and galvanizing coating conforming to IS:4826, woven

into mesh with double twist, mesh size not exceeding 100 x

100 mm, filled with boulders with least dimension of 200 mm,

all loose ends to be tied with 4 mm galvanised steel wire

cum 1786.11

12.6 Providing and Laying Random Rubble Stone Masonry in

1:3:6 c.c. (1 cement, 3 sand, 6 clean hard graded stone

chips, size 40mm gauge) including bond stone, through

stone of size 150mm x 150mm x 450mm manufactured

in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone

aggregate of size 40 mm and down) and curing etc,

complete as per the direction of Engineer in Charge,

excluding the cost of carriage of materials.

cum 2722.26

12.7 Providing and Laying. Random Rubble Stone Masonry in

1:4:8 c.c. (1cement, 4 sand, 8 clean hard graded stone

chips of 40 mm nominal gauge) including bond stone,

through stone of size 150mm x 150mm x 450mm

manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8

clean hard stone aggregate of size 40 mm and down),

curing etc , complete as per the direction of Engineer in

Charge excluding the cost of carriage of materials.

cum 2467.24

12.8 Providing and laying. coarse Rubble Stone Masonry with

hammer dressed clean hard selected stone in 1:3:6c.c. (1

cement, 3 sand, 8 clean hard graded stone ships of size

40mm) including bond stone, through stone of size

150mm x 150mm x 450mm manufactured in 1:4:8

(1cement, 4 clean coarse sand, 8 clean hard stone

aggregate of size 40 mm and down) and curing etc,

complete as per the direction of Engineer in Charge

excluding the cost of carriage of materials.

cum 2971.66

12.9 Providing and laying. coarse Rubble Stone Masonry in

1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone

chips of size 40mm and down) including bond stone,

through stone of size 150mm x 150mm x 450mm

manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8

clean hard stone aggregate of size 40 mm and down), and

curing etc, complete as per the direction of Engineer in

Charge excluding the cost of carriage of materials.

cum 2766.09

12.10 Providing and laying. Chisel Dressed Stone Masonry

with chisel dressed clean hard selected stone in 1:5

Cement Mortar (1cement, 5 coarse sand) including

centering, lining and curing etc as per the direction of

Engineer in Charge, all complete.

cum 10861.19

22

12.11 Providing and laying parapet of standard size on 1:2:4

(1cement, 2coarse sand, 4clean hard graded stone chips

of 20 mm down nominal gauge) plum concrete and

plastering with 1:4 mix cement mortar of 12mm thick

with recron 3S with lime washing three or more coats,

complete as per the direction of the Engineer- in-

Charge.

12.11.1 45cm height, 30 cm top and 45 cm bottom RM 834.62

12.11.2 60cm height, 45 cm top and 60cm bottom RM 1474.94

13 DRAINAGE

13.1 Providing standard 'V' shaped drain with hammer dressed

clean hard selected stones and finished with cement

pointing in 1:4 cement mortar including curing etc

complete, as per the direction of the Engineer in Charge.

RM 185.77

13.2 Providing box drain of 30 cm (ht) x 45 cm (width)

internal dimension with 1:2:4 Plum concrete (20mm &

down) in side walls thickness of 23 cm (hill side) and 30

cm (road side) and 1:3:6 (20 mm & down) base concrete

of thickness of 15 cm with standard specification over

15 cm stone soling including providing & laying guard

stones complete, as per the direction of the Engineer in

Charge.

RM 1259.90

13.3 Providing box drain of 60 cm (ht) x 45 cm (width) of

internal dimension with 1:2:4 Plum concrete (40mm &

down) side wall thickness of 23 cm (hill side) and 30 cm

(road side) with1:3:6 (20 mm & down) base concrete of

thickness of 15 cm with standard specification over 15

cm stone soling including providing & laying guard

stones, complete as per the direction of the Engineer-in-

Charge.

RM 1867.95

13.4 Providing U shaped drain of 23cm (ht) x 23 cm (width)

of internal dimension with 1:2:4 Plum concrete (40mm &

down) side wall thickness of 23 cm on both side with

1:3:6 (20 mm & down) base concrete of thickness of 15

cm with standard specification over 15 cm stone soling

including 1:3 cement plaster with neat cement polishing

& rounding of junction, as per the direction of the

Engineer in Charge.

RM 694.29

13.5 Providing and laying Hume pipe semicircular drain 23

cm internal dimension 1:2:4 Plum concrete (40mm &

down) side wall thickness of 23 cm (hill side) and 30 cm

(road side) with1:3:6 (20 mm & down) base concrete of

thickness of 75mm with standard specification over 15

cm stone soling including providing & laying guard stone

complete as per the direction of Engineer in Charge.

RM #REF!

23

13.6 Providing and laying standard 'V' shaped drain with

cement concrete base in 1:2:4 (1 cement, 2 clean coarse

sand, 4 stone chips 20mm and down) mix of 100mm

thick over clean hard selected stones soling of 150mm

thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone

chips 40mm and down) mix plum concrete along the

vertical side of thickness 150mm and depth 450mm

including curing, compacting, as per the direction of the

Engineer- in - Charge.

RM 752.49

14 FORM WORK:

14.1 Providing, fixing & removing form work for casting

R.C.C items as indicated below: with imported timber

from outside the state)

14.1.1 Beam, lintels, girders, bresumers and cantilevers. sqm 415.46

14.1.2 Foundation, footings, base of column etc for mass

concrete.

sqm 429.40

14.1.3 Wall sqm 441.06

14.1.4 Floor slab, roof slab, landing, balcony and access

platform.

sqm 630.75

14.1.5 Circular columns sqm 719.98

14.1.6 Square columns sqm 568.00

14.2 Providing, fixing & removing form work for casting

R.C.C items as indicated below: with locally available

timber)

14.2.1 Beam, lintels, girders, brersumers and cantilevers. sqm 371.49

14.2.2 Foundation, footings, base of column etc for mass

concrete.

sqm 363.77

14.2.3 Wall sqm 380.25

14.2.4 Floor slab, roof slab, landing, balcony and access

platform.

sqm 473.89

14.2.5 Circular columns sqm 608.86

14.2.6 Square columns sqm 511.89

15 TIMBER WORKS AND DOOR FITTINGS:

15.1 Providing, fitting and fixing of undressed local timber

(tooni, katus equivalent) in all types of frames complete.

15.1.1 With imported timber from outside the state. cum 26377.03

15.1.2 With locally available timber cum 21709.01

15.2 Providing, fitting and fixing of dressed local timber

(tooni, katus equivalent) in all types of frames complete.


24


15.3 Providing, fitting and fixing of undressed sal timber in

all types of frames complete

cum



15.4 Providing, fitting and fixing of dressed sal timber in all

types of frames complete



15.5 Providing, fitting and fixing 38mm flooring in local

timber equivalent to champ and panisaz and base frame

in timber equivalent to katus excluding the cost of

polishing and including the cost of one coat priming on

the base frame complete.

15.5.1 With imported timber from outside the state. sqm 2965.09

15.5.2 With locally available timber sqm 1889.83

15.6 Providing, fitting and fixing 38mm flooring in sal timber

over a frame of sal timber excluding the cost of polishing

and including cost of one coat priming on the base frame

complete.

15.6.1 With imported timber from outside the state. sqm 3777.01


15.7 Providing / Fitting / Fixing 6mm thick ply false ceiling

/paneling in wooden frames of timber panisaz or

equivalent, excluding the cost of polishing and including

cost of one coat priming on unexposed frame all

complete.

15.7.1 With imported timber frame work sqm 1523.11

15.7.2 Frame work with locally available timber sqm 903.16

15.8 Providing / Fitting / Fixing 25mm ceiling in wooden

frames panisaz or equivalent including frame work

excluding the cost of polishing and priming all complete.

15.8.1 With imported timber sqm 2380.86


15.9 Providing / Fitting / Fixing 25 mm thick false ceiling /

paneling of silver fir in wooden frames of timber

equivalent to Katus or pakha saaj or equivalent

excluding the cost of polishing and including cost of one

coat priming on unexposed frame all complete.


25


15.10 Providing, fitting and fixing 25 mm thick false ceiling /

paneling of dhupi or local timber in timber frames of

timber equivalent to Katus or pakha saaj or equivalent

excluding the cost of polishing and including cost of one

coat priming on unexposed frame



15.11 Providing, fitting and fixing 25mmx50mm dressed

ceiling, beads in timber equivalent to rani champ or

panisaz or same quality of timber used in ceiling work

all complete

15.11.1 With imported timber RM 86.55

15.11.2 With locally available timber RM 64.82

15.12 Providing, fitting and fixing 200mm x 25mm eaves board

in dressed sal timber with 50mmx25mm beads in the

same timber.

15.12.1 With imported timber RM 331.43

15.12.2 With locally available timber RM 274.61

15.13 Providing / Fitting / Fixing Gypsum board ceiling having

composite thickness of 67mm consisting of frames and

double skin 8.5mm thick glass reinforced gypsum (GRG)

board manufactured by spray suction technique with high

strength plaster of paris confirming to IS 8272 i/c

providing and fixing frame works made of special section

power pressed MS sheet and galvanized with Zinc

coating of grade 175and consisting of floor and ceiling

channel 50mm wide having equal flanges of 32mm width

0.50 m thick fixed to floor/ceiling at spacing 610 mm

centre to centre by 6mm dia. bolts and nuts to both ends

of ceiling (hang on truss)/ partition fixed on wall with

rawl plugs) at the spacing of 450mm c/c and fixing of

GRG boards to either frame work by 20mm long drive

screws on studs, floors, ceiling channel spacing of

300mm c/c i/c jointing and finishing to a flush finish with

recommended joints filler, join paper tapes i/c two coats

of primer suitable for GRG board as per manufacture

specification all complete:

sqm 1641.13

26

15.1 Providing / Fitting / Fixing in position suspended

exposed grid false ceiling using E-Board pearl (tested for

inflammability as per IS 11871)& E- Grid of grid size

1200 x 600 x/600 x 600 mm with main runners 39 x 24.7

mm cross Tee 29 x 24.7mm and wall angle 22.2 x 22.2

mm placing 4mm thick E-Board pearl in the grid of E-

Grid duly suspended with 4mm dia GI bars hangers

fixed with tee dash fastener of fro purlin of the roof with

butterfly clips & hold down clips, providing provision for

light fixtures air conditioning diffuser and ducts,

sprinklers, smoke, detectors i/c paintings water based

acrylic cement primer etc all complete:

sqm 1323.56

16 DOORS AND WINDOWS:

16.1 Providing fitting and fixing in position of fully paneled

shutters in windows and doors of champ timber or

equivalent including steel butt hinges screws 12mm thick

panels etc complete.

16.1.1 30mm thick panel door sqm 2609.42






16.2 P/F/F in position of fully glazed shutters in windows and

doors of champ wood or equivalent including steel butt

hinges, screws, 3mm glass panes of modi guard or

equivalent etc complete.

16.2.1 30mm sqm 2073.78

16.2.2 32mm sqm 2204.68

16.2.3 35mm sqm 2411.37

16.2.4 40mm sqm 2755.85

16.2.5 45mm sqm 3100.33

16.2.6 50mm sqm 3444.81

16.3 P/F/F of half paneled and half glazed (4 mm thick water

proof ply of modi guard or equivalent) as per the

thickness specified using champ wood or equivalent

including steel butt hinges with necessary screws

complete.

16.3.1 30mm sqm 2042.40

27

16.3.2 32mm sqm 2178.56

16.3.3 35mm sqm 2382.80

16.3.4 38mm sqm 2723.20

16.3.5 45mm sqm 3063.60

16.3.6 50mm sqm 3404.00

16.4 Providing, fitting and fixing water proof flush door

shutters, solid block hard core construction with frame of

1st class hard timber with well matched 3mm teak ply

decorative type on one faces of the shutters including

hinges with screws complete.

16.4.1 30mm sqm 2373.50

16.4.2 32mm sqm 2531.73

16.4.3 35mm sqm 2769.08

16.4.4 38mm sqm 3006.43

16.4.5 40mm sqm 3164.66

16.5 Providing fitting and fixing water proof flush doors

shutters, solid block hard core construction with frame of

1st class hard timber, with well matched 3mm

commercial ply (both faces) including hinges with screws

complete.

16.5.1 30mm sqm 2076.40

16.5.2 32mm sqm 2214.82

16.5.3 35mm sqm 2422.46

16.5.4 38mm sqm 2630.10

16.5.5 40mm sqm 2768.53

16.6 Providing, fitting and fixing battened door in 30mm thick

1st class timber of champ timber, panisaj or equivalent

with hinges and screws in iron all complete.

sqm 1788.56

16.7 Providing and fixing of 12mm thick and 100mm wide

pelmets with (25mm dia.) curtain' rods and brackets

including fixing with (25x3)mm M.S flat 10cm long and

plugs etc. complete in champ timber or equivalent with

necessary screws/nails.

RM 245.40

28

16.8 Providing fitting fixing Fibre Glass reinforced plastic

door frames of cross section 90 x 45 mm having single

rebate of 32 mm x 15 mm to receive shutter of 30 mm

thickness. . The laminate shall be moulded with fire

retardant grade unsaturated polyester resin and chopped

Mat. Doorframe laminate shall be 2 mm thick and shall

be fitted with suitable wooden blocks in all the three legs.

The frame shall be covered with fibre glass from all

sides. MS stay shall be provided at the bottom to steady

the frame.

RM 527.28

16.9 Providing and fixing to existing door shutter 30 mm thick

Glass Fibre Reinforced Polyester (FRP) paneled door

shutter of required colour and approved brand and

manufacture, made with fire-retardant grade unsaturated

polyester resin, moulded to 3 mm thick FRP laminate for

forming hollow rails and styles, with wooden blocks of

seasoned wood inside at required placed for fixing and

fittings, cast monolithically with 5 mm thick FRP

laminate for panels confirming to TADS 6: 1993 and / or

IS 14856-2000 including fixing to frames.

sqm 3808.59

16.10 Providing fitting fixing Fibre Glass reinforced plastic

door frames of cross section 150 x 45 mm having single

rebate of 32 mm x 15 mm to receive shutter of 30 mm

thickness. . The laminate shall be moulded with fire

retardant grade unsaturated polyester resin and chopped

Mat. Doorframe laminate shall be 2 mm thick and shall

be fitted with suitable wooden blocks in all the three legs.

The frame shall be covered with fibre glass from all

sides. MS stay shall be provided at the bottom to steady

the frame.

RM 614.57











sqm 2996.29











sqm 3246.03

29


Glass Fibre Reinforced Polyester (FRP) Flush door



polyester resin, moulded to 3 mm thick FRP laminate all

around, with wooden blocks inside at required places for

fixing of fittings and polyurethane foam (PUF) /

Polystyrene foam to be used as filler material throughout

the hollow panel, cast monolithically with testing

parameters of F.R.P. laminate conforming to table - 3 of

IS:14856:2000 complete as per direction of Engineer-in-

charge. of seasoned wood inside at required placed for

fixing and fittings.

sqm 2770.01














sqm 3183.60














sqm 4791.40

16.16 Providing fitting fixing Fibre Glass reinforced Polyester

(FRP) Windows Shutter of cross section 75 mm x 30

mm. The laminate shall be moulded with fire retardant

grade unsaturated polyester resin and chopped Mat.

Window shutter laminate shall be 2 mm thick and shall

be fitted with suitable wooden blocks.

RM 438.48







RM 515.04

30







RM 591.60

16.19 Providing fitting fixing Fibre Glass reinforced polyester

(FRP) Window frames of cross section 90 x 45 mm

having single rebate of 32 mm x 15 mm to receive shutter

of 30 mm thickness. . The laminate shall be moulded

with fire retardant grade unsaturated polyester resin and

chopped Mat. Doorframe laminate shall be 2 mm thick

and shall be fitted with suitable wooden blocks.

RM 576.29



having double rebate of 32 mm x 15 mm to receive

shutter of 30 mm thickness. . The laminate shall be

moulded with fire retardant grade unsaturated polyester

resin and chopped Mat. Doorframe laminate shall be 2

mm thick and shall be fitted with suitable wooden blocks.

RM 763.86



having double rebate of 32 mm x 15 mm to receive

shutter of 30 mm thickness. . The laminate shall be

moulded with fire retardant grade unsaturated polyester

resin and chopped Mat. Doorframe laminate shall be 2

mm thick and shall be fitted with suitable wooden blocks.

RM 955.26

17 DOORS AND WINDOWS FITTINGS

17.1 Providing and fixing M.S. pressed bright finished butt

hinges with necessary screws etc. complete.

17.1.1 150x31x4mm Each 82.36

17.1.2 125x31x4mm Each 73.08

17.1.3 100x31x3mm Each 63.80

17.2 Providing and fixing Brass bright finished brass butt

hinges with necessary screws etc. complete.

17.2.1 150x31x4mm Each 193.72

17.2.2 125x31x4mm Each 184.44

17.2.3 100x31x3mm Each 171.68

17.3 Providing and fixing Piano hinges 35mm wide and 1mm

thick with necessary screw etc complete.

17.3.1 M.S finished either with brass plating or nickel plating Rm 168.21

17.3.2 Brass chromium plated Rm 371.20

31

17.4 Providing, fitting and fixing sliding door bolts with nuts

and screws etc. complete.

17.4.1 Size 300x16mm

17.4.1.1 M.S (Bright Finish) Each 268.54

17.4.1.2 M.S (Black enameled) Each 123.54

17.4.1.3 M.S (Oxidized) Each 145.58

17.4.1.4 Brass (bright Finish) Each 957.00

17.4.1.5 Brass (Chromium Plated) Each 1003.40

17.4.1.6 Aluminum Oxidized Each 351.48

17.4.2 MS 250x16mm Size Each 210.54

17.4.2.1 Ms (Bright Finish) Each 263.90

17.4.2.2 M.S (Black enameled) Each 94.54

17.4.2.3 M.S (Oxidized) Each 94.54

17.4.2.4 Brass (Bright Finish) Each 887.40

17.4.2.5 Brass (Chromium Plated) Each 933.80

17.4.2.6 Aluminum Oxidized Each 305.08

17.5 Providing and fixing tower bolts 300x10mm (Barrel

type) with necessary screws etc complete.

17.5.1 M.S Each 77.72

17.5.2 Brass (Bright Finish) Each 429.20

17.5.3 Brass (copper oxidized) Each 440.80

17.5.4 Brass (chromium plated) Each 429.20

17.5.5 Aluminum Each 135.14

17.6 Providing, fitting and fixing. Tower bolts 250x10mm

with necessary screw etc complete.

17.6.1 M.S Each 75.40



17.6.4 Brass (Chromium plated) Each 411.80


32

17.7 Providing and fixing Tower bolt 200x100mm with

necessary screws etc complete.

17.7.1 M.S Each 63.80

17.7.2 Brass (bright Finish) Each 382.80


17.7.4 Brass (Chromium Plated) Each 386.28


17.8 Providing and fixing Tower bolt 150x10mm with


17.8.1 M.S Each 63.80


17.8.3 Brass (Copper Oxidized) Each 348.00



17.9 Providing, fitting and fixing Tower bolt 100x10mm with

necessary screw etc complete.

17.9.1 M.S Each 59.16


17.9.3 Brass (Copper Oxidized) Each 127.60



17.10 Providing, fitting and fixing handles 125mm size with



17.10.2 M.S Each 44.08




necessary screws etc. complete.


17.11.2 M.S Each 46.40

33




necessary screw etc complete.


17.12.2 M.S Each 46.40



17.13 Providing and fixing M.S. or oxidized M.S. Hook and

Eyes with complete set.

17.13.1 150mm Each 20.30

17.14 Providing and fixing 100mm mortise lock with 6 levers

and pair of handles with necessary screws etc complete.

17.14.1 Brass (B.F) Each 1406.51

17.14.2 Brass (C.O) Each 1406.51

17.14.3 Brass (C.P) Each 1551.50

17.14.4 M.S Each 609.01

17.15 Providing and fixing mortise lock with dead bolt and a

pair of lever handles for W.C Bath room with necessary

screws etc complete.

17.15.1 Brass (B.F) Each 1406.51

17.15.2 Brass (C.O) Each 1406.51

17.15.3 Brass (C.P) Each 1551.50

17.15.4 M.S Each 461.39

17.16 Providing and Fixing Hydraulic door closer with

accessories and screws complete.

Each 1171.60

17.17 Providing and fixing spring hinges double action with

necessary screws of 100mm size of M.S all complete.

Each 203.23

STEEL

18 Supplying/Bending, Binding of Steel

18.1 Supplying, bending and placing in position mild steel

(6mm dia.) including straightening, cutting, bending and

placing in position including binding wire complete.

Qtl 6819.65

34

18.2 Supplying, bending and placing in position tor- steel

reinforcement in all R.C.C works including cost of

binding wires, all complete.

Qtl 6728.30

19 ROOFING WORKS

19.1 Providing, fitting, fixing of 24 BWG GCI sheet roofing

with lapping of 150mm (two corrugation) with G.I.

hooks, bolts and nut 8mm dia with bitumen, GI limpet

washers filled with white bad including coat of approved

steel primer and two coats of approved paint, on

overlapping of sheet excluding carriage all complete.

sqm 853.44

19.2 Providing, fitting, fixing of 24 BWG GP sheet roofing

by making corrugation of 50mmx50mm x50mm on both

side with G.I. hooks, bolts and nut 8mm dia with

bitumen, GI limpet washers filled with white bad

including coat of approved steel primer and two coats of

approved paint, on overlapping of sheet excluding

carriage all complete.

sqm 997.05

19.3 Providing fitting fixing ridges or hips of 60cm overall

width of plain 24 BWG Galvanized Sheet fixed with G.I,

J or L hooks bolts and nuts 8mm dia Limpets, Bitumen

washers complete.

Rm 495.16

19.4 Providing fitting and fixing 16mm thick valley of 90cm

overall width in plain G.P sheet class I fixed with GI J or

L hooks, bolts and nuts 8mm dia GI limpet and bitumen

washers complete.

Rm 521.86

19.5 Providing and fixing 15cm wide 45cm overall

semicircular G.P sheet (Class I) gutter with iron brackets

40x3mm size, bolts, nuts, washers etc including making,

connection with rain water pipes.

Rm 403.66

19.6 Providing, fitting and fixing 23cm deep 24BWG G.P.

sheet eaves board including (50mmx25mm) dressed sal

timber beading and M.S. Rod brackets complete.

Rm 412.89

19.7 Providing fitting and fixing 30cm deep 24BWG GP sheet

eaves board including (50x25mm) dressed sal timber

beading and M.S. rod brackets complete.

Rm 667.73

19.8 Providing, fitting, fixing of 24 BWG Pre-painted HULAS

sheet roofing with lapping of 150mm (two corrugation)

with G.I. hooks, bolts and nut 8mm dia with bitumen, GI

limpet washers filled with white bad including carriage

all complete

sqm 942.52


width of plain 24 BWG Pre-painted HULAS Sheet fixed

with G.I, J or L hooks bolts and nuts 8mm dia Limpets,

Bitumen washers complete.

Rm 535.10

35

19.10 Providing fitting and fixing 16mm thick valley of 90cm

overall width in plain Pre-painted HULAS sheet class I

fixed with GI J or L hooks, bolts and nuts 8mm dia GI

limpet and bitumen washers complete.

Rm 588.02

19.11 Providing and fixing 15cm wide 45cm overall

semicircular Pre-painted HULAS. sheet (Class I) gutter

with iron brackets 40x3mm size, bolts, nuts, washers etc

including making, connection with rain water pipes all

complete.

Rm 423.72

19.12 Providing, fitting and fixing 23cm deep 24BWG Pre-

painted HULAS. sheet eaves board including

(50mmx25mm) dressed sal timber beading and M.S. Rod

brackets all complete.

Rm 470.83

19.13 Providing fitting and fixing 30cm deep 24BWG Pre-

painted HULAS sheet eaves board including (50x25mm)

dressed sal timber beading and M.S. rod brackets all

complete.

Rm 540.76

19.14 Providing, fitting, fixing of 24 BWG GCI sheet roofing

with G.I. hooks, bolts and nut 8mm dia with bitumen, GI

limpet washers filled with epoxy (8 to 10 gm per bolt) in

each bolts including coat of approved steel primer and

two coats of approved paint, on overlapping of sheet

excluding carriage complete.

sqm 890.67

19.15 Providing, fitting, fixing of 24 BWG GP sheet roofing

with G.I. hooks, bolts and nut 8mm dia filled with epoxy

in each bolts (8 to 10 gm per bolt)and painted in lapping

with bitumen, GI limpet washers, including coat of

approved steel primer and two coats of approved paint,

on overlapping of sheet excluding carriage complete.

sqm 1052.12


width of plain 24 BWG Galvanized Sheet fixed with G.I,

J or L hooks bolts & nuts 8mm dia filled with epoxy in

each bolts (8 to 10 gm per bolt), Limpets, Bitumen

washers complete.

Rm 505.06

19.17 Providing fitting & fixing 16mm thick valley of 90cm

overall width in plain G.S. sheet class I fixed with GI J or

L hooks, bolts and nuts 8mm dia filed with epoxy in each

bolts (8 to 10 gm per bolt),GI limpet and bitumen

washers complete.

Rm 526.42

19.18 Providing & fixing 15cm wide 45cm overall semicircular

G.S. sheet (Class I) gutter with iron brackets 40x3mm

size, bolts filled with epoxy in each bolts (8 to 10 gm per

bolt), nuts, washers etc including making, connection

with rain water pipes.

Rm 420.98

36

19.19 Providing, fitting, fixing of 24 BWG pre-painted

(HULLAS) sheet roofing with G.I. hooks, bolts and nut

8mm dia with bitumen, GI limpet washers filled with

epoxy in each bolts (8 to 10 gm per bolt) including coat

of approved steel primer and two coats of approved paint,

on overlapping of sheet excluding carriage complete.

sqm 958.92


width of plain 24 BWG pre-painted (HULLAS) Sheet

fixed with G.I, J or L hooks bolts & nuts 8mm dia filled

with epoxy in each bolts (8 to 10 gm per bolt), Limpets,

Bitumen washers etc. all complete.

Rm 523.68

19.21 Providing fitting & fixing 16mm thick valley of 90cm

overall width in plain pre-painted (HULLAS) sheet class

I fixed with GI J or L hooks, bolts and nuts 8mm dia

filled with epoxy in each bolts (8 to 10 gm per bolt), GI

limpet and bitumen washers etc. all complete.

Rm 586.47

19.22 Providing & fixing 15cm wide 45cm overall semicircular

pre-painted (HULLAS) sheet (Class I) gutter with iron

brackets 40x3mm size, bolts filled with epoxy in each

bolts, nuts (8 to 10 gm per bolt), washers etc including

making, connection with rain water pipes.

Rm 441.04

20 STEEL WORKS

20.1 Supplying, fabricating, fitting and fixing steel tubular

trusses including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer, welded

and bolted including special shape washer etc as per the

standard specification and design and direction of

Engineer - in- Charge all complete.

Kegs 65.58

20.2 Supplying, fabricating, fitting and fixing tubular truss

including putty, hoisting, fixing in position and applying

a priming coat of approved steel primer, welded and

bolted including special shape washer etc complete in

curve shaped Sikkim- style roofing as per the standard

specification and design and as per the direction of

Engineer - in- Charge all complete.

Kegs 72.64

20.3 Providing, fitting and fixing steel windows and

ventilators of standard rolled steel section joints mitered

and welded with iron lugs embedded in cement

concreten1:3:6 including providing fitting and fixing 3

mm thick glass pens with glazing clips and special metal

putty complete with MS grills @ 150mm c/c as per the

direction of Engineer - in- Charge all complete.

Kegs 83.43

37

20.4 Providing fitting and fixing rolling shutters of approved

make , made of required size MS laths interlocked

together through their entire length and joined together at

the end by end lock mounted on specially designed pipe

shaft with brackets, side guides and arrangements for

inside and outside locking with push and pull operation

complete including providing and fixing wire springs

grade No 2 and MS top cover of required thickness of

rolling shutters as per the direction of Engineer - in-

Charge all complete:

sqm 2113.36

20.5 Providing and fixing M.S round or square bars at

required spacing in timber frames of windows as per the

direction of Engineer - in- Charge all complete.

Kegs 64.16

20.6 Providing and fixing M.S grills in timber frames of

windows with M.S flats with nuts, bolts, and smooth

finishing of welded joints/surface with Grills weighing

8.00Kg/sqm as per the direction of Engineer - in- Charge

all complete

Kegs 73.13

20.7 Providing hold fast of (40x5)mm flat iron including

fixing to frame with 10mm dia. Bolts nuts and timber

plugs and embedding in CC 1:3:6 ( 1 cement, 3 coarse

sand, 6 graded stone aggregate 2omm nominal size)

block of size (30x10x15)cm. as per the direction of

Engineer - in- Charge all complete:

Each 23.19

20.8 Providing, fitting and fixing in position collapsible steel

shutter with vertical channel (20x10x2)mm and braced

with flat iron diagonals (20 x 5)mm size with top and

bottom rail of T-iron (40x40x6)mm with 40mm dia steel

pulley complete with bolts, nuts, locking arrangements,

stoppers and handles including applying of priming coat

of approved steel primer as per the direction of Engineer

- in- Charge all complete:

sqm 2184.62

20.9 Providing fitting fixing pressed mild steel door frames

manufactured from commercial mild steel sheet of 1.25

mm thick including hinges, jamb, lock jamb, bread and if

required angle threshold of mild steel angle of

section(50x25) mm, or base ties of 1.25mm pressed mild

steel welded or rigidly fixed together by mechanical

means, adjustable lugs with split end tail to each jamb

including steel butt hinges, 2.5mm thick with mortar

guards, lock, strike plate and a coat of specified primer

after pretreatment of the surface including concreting

with 1:3:6 CC or as directed by engineer-in charge:

Rm 452.20

38

21 ALUMINUM WORKS

21.1 Providing and fixing anodized aluminum works for

doors, windows, ventilators and partitions with extruded

built up standard tubular or other section of approved

make confirming IS 733 and IS 1285, fixed with rawl

plugs and screws or with fixing clips or with expansion

hold fasteners i/c necessary filling up the gaps at

junctions, at top, bottom and sides with required PVC /

neoprene felt, etc. Al. section shall be smooth, rust free,

straight, mitered and joined mechanically wherever

required i/c cleat angle, Al snap beading for glazing /

paneling CP brass / stainless screws, all complete as per

design and drawings and the direction of the Engineer -

in - Charge.

sqm 1799.88

21.2 Providing and fixing pre-laminated sheet three layer

medium density (exterior grade) particle board grade - I

type - II confirming IS 12823 bonded with phenol

formaldehyde synthetic resin of approved brand and

manufacture in paneling fixed in Aluminum doors,

windows, shutters and partition frames with CP brass /

stain less steel screws etc. complete as per architectural

drawings and direction of Engineer - in- Charge.

sqm 809.24

21.3 Providing and fixing glazing in Al. doors and windows

ventilator shutters and partitions etc. with PVC /

neoprene gasket with CP brass / stain less steel screws

etc. complete as per architectural drawings and direction

of Engineer - in- Charge.

sqm 754.83

PAINTING AND POLISHING

22 PAINTING AND POLISHING WORKS

22.1 PRIMERS

22.1.1 Providing and applying priming coat with ready mixed

pink on timber work including preparation of the surface

by thoroughly cleaning and sand papering etc complete.

sqm 61.78

22.1.2 Providing and applying priming coat with ready mixed

Red oxide, Zinc chromate primer on steel / galvanized

Iron steel works including preparation of the surface

complete.

sqm 32.71

22.1.3 Providing & applying priming coat with ready mixed

Red oxide, Zinc chromate primer on steel/galvanized-

Iron steel works i/c preparation of the surface complete.

sqm 28.28

22.2 ENAMEL PAINTS

22.2.1 Providing and painting with ready mixed paint of

approved quality and shade with two or more coats to

give an even and smooth shade including clearing the

surface complete on new surface.

sqm 62.12

39

22.2.2 Providing and painting with ready mixed paint of

approved quality and shade with two or more coats to

give an even and smooth shade including cleaning the

surface complete on old surface.

sqm 44.11

22.3 ROOF PAINTS

22.3.1 Providing and Providing and painting on G.S. sheet one

or more coats with ready mixed paint to give an even

shade including cleaning of surface of dust etc complete

on old surface.

sqm 34.74

22.3.2 Providing and Providing and painting on G.S. sheet one

or more coats with ready mixed paint to give an even

shade including cleaning of surface of dust etc complete

on new surface.

sqm 50.17

22.4 PAINTING OF PIPES

22.4.1 Providing and painting one or more coats on rain water,

soil waste, vent pipes and fittings with anti-corrosive

bitumen paint including cleaning of dirt, dust etc

complete on old surface.

22.4.1.1 50mm dia Rm 6.62

22.4.1.2 75mm dia Rm 9.56

22.4.1.3 100mm dia Rm 12.50

22.4.1.4 150mm dia Rm 18.47

22.4.2 Providing and painting one or more coats on rain water,

soil waste, vent pipes and fittings with anti corrosive

bitumen paint including cleaning of dirt, dust etc

complete on new surface.

22.4.2.1 50mm dia Rm 10.91

22.4.2.2 75mm dia Rm 15.74

22.4.2.3 100mm dia Rm 20.58

22.4.2.4 150mm dia Rm 30.41

22.4.3 Providing and painting one or more coats on old surface

or rain water, soil, waste, vent pipe and fitting with

aluminum paint including cleaning the surface of dirt,

dust etc. complete. old surface

22.4.3.1 50mm dia Rm 6.45

22.4.3.2 75mm dia Rm 9.31

22.4.3.3 100mm dia Rm 12.18

40

22.4.3.4 150mm dia Rm 17.99

22.4.4 Providing and painting two or more coats on new surface

or rain water, soil, waste, vent pipe and fitting with

aluminum paint including cleaning the surface of dirt,

dust etc. complete. New surface

22.4.4.1 50mm dia Rm 11.41

22.4.4.2 75mm dia Rm 16.46

22.4.4.3 100mm dia Rm 21.52

22.5 22.4.4.4 150mm dia Rm 31.80

ALUMINUM PAINTS

22.5.1 Providing and painting with Aluminum paint one or more

coats on old surface to give an even shade including

cleaning and preparing the surface complete. Old surface

sqm 34.22

22.5.2 Providing and painting with Aluminum paint two or

more coats on new surface to give an even shade

including cleaning and preparing the surface complete.

New surface

sqm 55.34

22.6 POLISHING

22.6.1 Varnishing one or more coats with Copal varnish or

superior quality spray varnish including preparation of

surface with timber putty, sand paper etc on old work

complete. old surface

sqm 80.04

22.6.2 Varnishing two or more coats with Copal varnish or

superior quality spray varnish including preparation of

surface with timber putty, sand paper etc on new work

complete.

sqm 135.65

22.6.3 Providing and French spirit polishing one or more coats

including cleaning of the surface of dirt and dust papered

smooth etc on old surface complete.

sqm 127.38

22.6.4 Providing and French spirit polishes two or more coats

including cleaning of the surface of dirt and dust papered

smooth etc on new surface complete.

sqm 321.15

22.6.5 Providing and Floor polishing on masonry / concrete

floor with superior quality wax polish complete.

sqm 64.50

22.7 WHITE WASHING

22.7.1 White washing with white lime in two or more coats to

give an even shade include- ding cleaning the surface to

remove dirt, dust, mortar drops etc on old surface

complete.

sqm 10.94

41

22.7.2 White washes three or more coats with white lime to give

an even shade including cleaning the surface to remove

dirt, dust, mortar drop etc on new surface complete.

sqm 19.11

22.7.3 Removing white/colour wash by steel wire brush,

scrapping and sand papers and preparing the surface

smooth including repairs to scratches etc complete.

sqm 4.79

22.8 DISTEMPERING

22.8.1 Distempering with dry distemper on old work (one or

more coats) of required shade to give an even and

uniform shade after thorough cleaning of dirt, dust, loose

pieces of scale, grease etc including surface preparation

by sand papering etc complete. Old surface

sqm 28.77

22.8.2 Distempering with dry distemper on New surface two or

more coats of required shade to give an even and uniform

shade including priming coat of whiting to give an even

shade after thorough cleaning of dirt, dust, loose pieces

of scabs, grease etc including surface preparation by sand

papering etc complete. New surface

sqm 59.69

22.8.3 Providing and distempering with oil bond washable

acrylic distemper on old surface of approved brand and

manufacture to give an even shade including preparation

of surface etc complete.

sqm 29.03

22.8.4 Providing and distempering with oil bound washable

acrylic distemper two or more coats of approved brand or

manufacture over a coat of cement primer to give an

even shade on new surface including preparation of

surface etc complete.

sqm 53.47

22.8.5 Removing dry oil bond distemper by scrapping, sand

papering and preparing the surface smooth including

repairs to scratches- etc complete.

sqm 6.61

22.8.6 Providing and washing with three or more coats of

snowcem, durocem, cemcoate etc. of approved quality

and manufacture on exterior walls to give an even shade

including preparation of surface on New surface

complete.

sqm 65.89

22.8.7 Providing and washing with two or more coats of

snowcem, durocem, cemcoate etc of approved quality

and manufacture on exterior walls to give an even shade

including preparation of surface on old surface complete.

sqm 32.37

22.8.8 Providing and Providing and painting with plastic

Emulsion- paints one or more coats on old surface of

required shade to give even shade in- including brushing

the surface clean of all dirt, dust and smoothened by sand

paper etc complete.

sqm 45.47

42

22.8.9 Providing and Providing and painting with plastic

Emulsion paints two or more coats on New surface of

required shade to give an even shade including brushing

the surface clean of all dirt dust and smoothened by sand

paper etc complete.

sqm 60.46

22.8.10 Providing and Providing and painting with acrylic

exterior paints of quality and make equivalent to EXCEL,

WEATHER SHIELD to give an even shade including

brushing the surface clean of dirt, dust etc and sand

papering and filling the scratches complete on New

surface.

sqm 61.92

22.8.11 Providing and Providing and painting with acrylic

exterior paints of quality and make equivalent to EXCEL,

WEATHER SHIELD to give an even shade including

brushing the surface clean of dirt, dust etc and sand

papering and filling the scratches complete on old

surface.

sqm 39.53

WATER SUPPLY AND SANITATION

23 WATER SUPPLY

23.1 Providing, Fitting and fixing GI pipe of medium class

complete including cuttings and making good the walls

etc. exposed on wall (Internal Works) excluding the cost

of fittings all complete:

Rm 208.41

23.2 Providing, Fitting and fixing GI pipe of medium class

complete including cuttings and making good the walls

etc. on concealed fittings including Providing and

painting with anti corrosive bituminous paints all

complete: (Internal Works) excluding the cost of fittings

all complete:

Rm 379.43

23.3 Providing, Fitting and fixing GI pipe of medium class,

(excluding trenching, refilling, compacting and the cost

of fittings) all complete

23.3.1 15 mm dia G I pipe Rm 151.21

23.3.2 20mm dia G I pipe Rm 191.95

23.3.3 25mm dia G I pipe Rm 287.35

23.4 Providing, Fitting and fixing GI pipe of medium class,



23.4.1 32mm dia G I pipe Rm 353.18

23.4.2 40 mm dia G I pipe Rm 406.14

23.4.3 50 mm dia G I pipe Rm 568.37

23.4.4 65 mm dia G I pipe

Rm 730.14

43

23.5 Providing, Fitting and fixing GI pipe (HEAVY DUTY),



23.5.1 80 mm dia G I pipe Rm 1091.50

23.5.2 100 mm dia G I pipe Rm 1571.47

23.5.3 150 mm dia G I pipe Rm 2376.88

23.5.4 200 mm dia G I pipe Rm 4988.55

23.5.5 250mm dia G I pipe

Rm 5302.80

23.6 Providing, Fitting and fixing DI pipe, excluding the cost

of fittings, trenching, refilling and compacting all

complete:

23.6.1 80 mm dia D I pipe Rm 1754.74

23.6.2 100 mm dia D I pipe Rm 1786.88

23.6.3 150 mm dia D I pipe Rm 2609.03

23.6.4 200 mm dia D I pipe Rm 3469.69

23.6.5 250mm dia D I pipe Rm 4598.90

23.6.6 300 mm dia D I pipe Rm 5809.57

23.6.7 350mm dia D I pipe

Rm 7516.56

23.7 Providing, Fitting and fixing PVC 32mm dia pipe

complete with GI fittings and clamps including cuttings

and making good the walls etc. on wall for wash basin

connector to main line

Rm 465.52

23.8 Providing, Fitting and fixing Chromium plated fittings of

approved quality and size complete: (ESCO /

EQUIVALENT)

23.8.1 BIB COCK 15 MM DIA Each 597.41

23.8.2 STOP COCK 15 MM DIA (CONCEALED WORKS) Each 1020.80

23.8.3 PILLAR COCK 15 MM DIA Each 609.01

23.8.4 ANGULAR STOP COCK 15 MM DIA Each 1125.20

23.8.5 BIB COCK LONG BODY 15 MM DIA Each 806.21

23.8.6 CONNECTING PIPE Each 185.60

23.8.7 SHOWER ROSE WITH ARM Each 968.61

23.8.8 SHOWER ROSE WITHOUT ARM Each 783.01

23.8.9 BASIN MIXTURE

Each 1682.00

23.9 Providing, Fitting and fixing brass fittings of approved

quality and size complete:

23.9.1 BIB COCK 15 MM DIA Each 481.41

23.9.2 STOP COCK 15 MM DIA Each 469.81

23.9.3 GATE WAY VALVE 15MM DIA Each 516.21



44

23.9.6 GATE WAY VALVE 32MM DIA

Each 1455.81

23.10 Providing and placing on terrace high density

polyethylene water storage tank with man hole lid and

suitable locking arrangement including making holes for

inlet, out let and ball cock including testing etc. all

complete: (Sinter or equivalent)

23.10.1 500 LITERS CAPACITY Each 4350.00

23.10.2 1000 LITERS CAPACITY Each 8700.00

23.10.3 2000 LITERS CAPACITY

Each 17400.00

23.11 Providing, Fitting and fixing ball valve ( Brass) of

approved quality complete with high or low pressure

with plastic floats:

Each 345.68

24 SANITARY FITTINGS.

24.1 Providing, fitting and fixing. white vitreous china water

closet (W.C) squatting pan (Indian type) 530mm size

with 100mm SCI (Sand cast iron) P or Strap, 10 later low

level flushing cistern with fittings, CI brackets, 32mm

flush pipe with fittings and clamps, 20mm overflow pipe,

cutting and making good the wall and floor etc complete.

Long type or Orissa type pan. HINDWARE CAT NO

20004

Each 3321.66


closet (W.C) squatting pan (Orissa pan) 580mm size with

100mm SCI (Sand cast iron) P or Strap, 10 ltr low level

flushing cistern with fittings, CI brackets, 32mm flush

pipe with fittings and clamps, 20mm overflow pipe,


Long type or Orrisa type pan. Orissa Pan 58x44 White

CAT NO 20042

Each 3437.66



with 100mm SCI (Sand cast iron) P or Strap, 10 ltr low




Long type or Orrisa type pan. Orissa Pan 58x44 Special

CAT NO 20004

Each 4834.30



with 100mm SCI (Sand cast iron) P or Strap, 10 ltr low




Long type or Orrisa type pan. Orissa Pan 58x44 (Box

rim) Special CAT NO 20004

Each 5843.50

45

24.5 Providing, fitting and fixing white vitreous china pedestal

(European type) water closet (W.C) pan with seat and lid,

with C.P. brass hinges, 10ltr low level cistern with

fittings and brackets 40mm flush bend, 20mm overflow

pipe with specials, including Providing and painting and

making good the wall and floors as required all complete:

W.C. pan European Bidets standard CAT NO 30001

Each 7317.28







W.C. pan W.C. pan European Bidets constellation CAT

NO 30006

Each 7630.48







W.C. pan European One pice (Star white) CAT NO

92008

Each 14819.01







W.C. pan European One pice (Ivory) CAT NO 92008

Each 16901.20

24.9 Providing, fitting and fixing white vitreous china flat

back or wall corner type lipped front urinal basin of size

440x315x325 mm with 5 ltr automatic flushing cistern

with C.I. brackets, GI flush pipe and spreaders with brass

unions and G.I. clamps including cutting and making

good the walls and floors as required all complete:

24.9.1 Range of 1 Urinal basin. Each 4359.28

24.9.2 Range of two urinal basins with Each 6011.12

24.9.3 Range of three urinal basins with Each 7836.96

24.9.4 Range of four urinal basins with

Each 10556.00

24.10 Providing, fitting and fixing. Urinal single squatting plate

of white glazed fire clay with integral flushing pipe,

100mm channel, automatic flushing cistern of 5 liter. C.I.

brackets, G.I. flush pipe with spreader pipe with fitting,

G.I. clamps C.I. urinal trap 65mm channel with vent

including cutting and making good the wall and floors as

required.

24.10.1 Single squatting plate with 5ltr. Cistern. Each 4957.84

46

24.10.2 Two squatting plate with 5 Ltr. cisterns. Each 8802.08

24.10.3 Three squatting plate with 10Ltrs. cistern. Each 10839.04

24.10.4 Four squatting plate with 15 liters. Cistern.

Each 13924.64

24.1 Providing, fitting and fixing. white vitreous white china

wash flat back basin with CI brackets, painted, 15mm CP

brass pillar taps, CP brass chain with rubber plug, 32mm

CP brass waste pipe, lead or PVC connection 32mm dia

CP brass cap and unions, complete including cutting and

making good the walls wherever required. HINDWARE

24.11.1 One wash basin with one pillar cock.

24.11.1.1 (63 cm x 45 cm) Each 3811.76

24.11.1.2 55 cm x 40 cm Each 2830.40

24.11.1.3 45 cm x 30 cm Each 2628.56

24.11.2 One wash basin with two pillar cock.

24.11.2.1 Wash basin ( 63 cm x 45 cm) Each 4426.56

24.11.2.2 55 cm x 40 cm CAT NO 10001 Each 3489.28

24.11.2.3 45 cm x 30 cm CAT NO 10004

Each 3287.44

24.12 Providing, fitting and fixing. white vitreous china wash

angle back basin with CI brackets, painted, 15mm CP

brass pillar taps, CP brass chain with rubber plug, 32mm

CP brass waste pipe, lead or PVC connection 32mm dia

CP 'brass cap and unions, brass stop cock, complete

including cutting and making good the walls wherever

required.

24.12.1 One wash basin with one pillar cock 35 cm x 35 cm Each 3476.53

24.13 Providing, fitting and fixing. white vitreous china wash

in surgeons type basin with CI bracket, painted, 15mm

CP brass pillar taps, CP brass chain with rubber plug,

32mm CP brass waste pipe, lead or PVC connection

32mm dia 'CP brass cap and unions, complete including

cutting and making good the walls wherever required.

HINDWARE

24.13.1 49 cm x 36 cm Each 3234.08

24.13.2 51 cm x 45 cm Each 3314.13

24.13.3 63 cm x 50 cm

Each 5515.81

24.14 P/F stain less steel kitchen sink with CI brackets, CP

brass chain with rubber plug 40mm CP brass waste, CP

brass tap etc complete i/c the fittings, cuttings and

making good the wall wherever required.

24.14.1 610 x 450 x 200 mm.

Each 6641.01

47

24.15 Providing, fitting and fixing laboratory sink with CI

brackets, CP brass chain with rubber plug, 40mm CP

brass waste, CP brass tap, stop cock etc all complete

including the fittings, cutting and making good the wall

wherever required. HINDWARE

24.15.1 63 cm x 50 cm

Each 4906.80

24.16 Providing and Fitting Pedestal white colour for of Hind

Vitreous wash basin complete.

Each 1061.41

BATH ROOM FITTINGS

24.17 Providing and fitting chromium plated toilet paper holder

including the making holes and fixed to timber cleats

with CP screws washer etc. all complete:.

Each 458.21

24.18 Providing, fitting and fixing Beveled gauge mirror of

superior glass with 6mm A.C. sheets ground and fixed to

timber cleats with CP screws, washer etc complete.

Each 888.80

24.19 Providing and fitting of slandered size mirror of quality

equivalent to Admiral and size 20"x16" complete

Each 431.52

24.20 Providing and fitting Porcelain soap tray all complete.

Each 545.20

24.21 Providing, fitting and fixing. of chromium plated soap

dish with necessary screw etc all complete.

Each 353.81

24.22 Providing, fitting and fixing towel rail of chromium

plated brass complete with brackets fixed to the timber

cleats, CP brass screws complete.

24.22.1 740 x 20 mm Each 936.13

24.22.2 600 x 20 mm Each 878.13

24.23 Providing, fitting and fixing towel ring of chromium

plated brass complete with CP brass screw and timber

cleats.

Each 570.72

SOIL WASTE / VENT PIPE FITTINGS (ISI)

24.24 Providing, fitting and fixing soil waste and vent pipes

including testing etc complete.

24.24.1 100 mm dia. PRINCE / SUPREME or equivalent soil

pipe

Rm 276.68

24.24.2 75 mm dia. PRINCE / SUPREME soil Pipe

Rm 161.61

24.25 Providing, fitting and fixing bends of various types plain

or a band with access door, insertion rubber washer 3mm

thick bolts and nuts complete SCI or centrifugally cost

spun sands pipes.

24.25.1 100 mm dia. Supreme / Prince Each 194.88

24.25.2 75 mm dia. Supreme / Prince Each 140.37

48

24.26 Providing, fitting and fixing double equal junction of

required degree with access door, insertion rubber washer

3mm thick, bolts and nuts complete.

24.26.3 100 x 100 x 100 x 100 mm Supreme / Prince Each 476.48

24.26.4 75 x 75 x 75 x 75 mm Supreme / Prince

Each 259.55

24.27 Providing, fitting and fixing. off sets for sand cast Iron/CI

spun (Sands) for 50mm, 75mm, 100mm pipes.

24.27.1 75 mm offsets. Each 309.73

24.27.2 100 mm offsets. Each 559.12

24.27.3 150 mm offsets.

Each 794.61

25 HEAD LOAD AND CARRIAGES

25.1 Head load of stock materials for a distance beyond 30 m

and within 100m distance.

qtls 5.41

25.2 Head load of non-stock materials for a distance beyond

30 m and within 100 m distance

cum 127.97

25.3 Head load of stock materials for a distance beyond 100

m for every additional 1000m

qtls 73.74

25.4 Head load of non-stock materials for a distance beyond

100 m for every additional 1000m

cum 1301.32

25.5 Loading and Unloading of Stone Boulder/Stone

aggregates/Sand/Kanker/Moorum.

cum 87.00

25.6 Loading and Unloading of Boulders by Manual Means cum 109.78

25.7 Loading and Unloading of Cement or Steel by Manual

Means and Stacking.

MT 153.58

25.8 Cost of Haulage Excluding Loading and Unloading

25.8.1 Surfaced Road Mt/K

m 5.57

25.8.2 Un-surfaced Graveled Road Mt/K

m 6.96

25.8.3 Katcha Track and Track in River Bed/Nallah Bed Mt/K

m 8.72

49

THEORETICAL CONSUMPTION OF MATERIALS

Ref ITEMS UNIT Cement

bags

STONE cum Sand

cum Stone 40mm 20mm 12mm

5 FILLING WORKS

Stone filling in building

works cum 0.85

Stone soling in

buildings works cum 0.95

6 Cement Mortar

6.1 Cement mortar 1:1 cum 20.40 0.71






7 CEMENT CONCRETE: (cast in situ)

7.1 Cement Concrete

7.1.1

1:1:2 (1cement,

1coarse sand, 2 graded

stone aggregate of

20mm nominal size)

cum 12.20 0.64 0.21 0.43

7.1.2

1:1.5:3 (1cement, 1.5

coarse sand,3 graded

stone aggregate of

20mm & down size)

cum 8.00 0.57 0.28 0.85

7.1.3

1:2:4 mix. (1 cement, 2

coarse sand, 4 graded

stone aggregate of

20mm & down size)

cum 6.40 0.67 0.22 0.45

7.1.4

1:2:4 mix. (1 cement, 2

coarse sand, 4 graded

stone aggregate of

40mm & down size)

cum 6.40 0.52 0.22 0.11 0.45

7.1.5

1:3:6 mix. (1 cement, 3

coarse sand, 6 stone

aggregate of 20mm &

down size)

cum 4.40 0.70 0.24 0.47

7.1.6

1:3:6 mix. (1 cement, 3


aggregate of 40mm &

down size)

cum 4.40 0.65 0.24 0.47

7.1.7

1:4:8 mix. (1 cement, 4


aggregate of 40mm &

down size)

cum 3.40 0.65 0.24 0.47

50

7.1.8

1:5:10 mix.(1cement, 5


aggregate of 40mm &

down size)

cum 2.60 0.65 0.24 0.47

8 REINFORCED CEMENT CONCRETE CAST IN SITU

8.1 Reinforced Cement Concrete

8.1.1

1:1:2 ( 1 cement: 1

coarse sand : 2 graded

stone aggregate 20mm

and down nominal

gauge size)

cum 12.20 0.64 0.21 0.43

8.1.2

1:1.5:3 Mix (1cement,

1.5 coarse sand 3 graded

stone aggregate 20mm

and down nominal

gauge)

cum 8.00 0.57 0.28 0.85

8.1.3

1:2:4 (1cement,2coarse

sand, 4 graded stone

aggregate of 20mm

nominal size).

cum 6.40 0.67 0.22 0.45

9 CEMENT PLASTER WORKS:

9.1 12mm thick Cement Plaster

9.1.1 1:3 Mix sqm 0.147 0.015

9.1.2 1:4 mix. sqm 0.109 0.015

9.1.3 1:5 Mix sqm 0.089 0.015

9.1.4 1:6 Mix. sqm 0.072 0.015


9.2.1 1:3 Mix sqm 0.175 0.018

9.2.2 1:4 mix. sqm 0.131 0.018

9.2.3 1:5 Mix sqm 0.107 0.018

9.2.4 1:6 Mix. sqm 0.086 0.018


9.3.1 1:3 Mix sqm 0.228 0.024

9.3.2 1:4 mix. sqm 0.170 0.024

9.3.3 1:5 Mix sqm 0.139 0.024

9.3.4 1:6 Mix. sqm 0.112 0.024

9.4 12mm thick Cement Plaster with Recorn 3S

9.4.1 1:3 Mix sqm 0.147 0.015

9.4.2 1:4 mix. sqm 0.109 0.015

9.4.3 1:5 Mix sqm 0.089 0.015

9.4.4 1:6 Mix. sqm 0.072 0.015


9.5.1 1:3 Mix sqm 0.175 0.018

9.5.2 1:4 mix. sqm 0.131 0.018

9.5.3 1:5 Mix sqm 0.107 0.018

51

9.5.4 1:6 Mix. sqm 0.086 0.018


9.6.1 1:3 Mix sqm 0.228 0.024

9.6.2 1:4 mix. sqm 0.170 0.024

9.6.3 1:5 Mix sqm 0.139 0.024

9.6.4 1:6 Mix. sqm 0.112 0.024

9.80 POINTING ON BRICKS / STONE WORKS

9.8.1

Pointing on bricks

works with 1:3 mix

cement mortar (1

cement, 3 fine sand)

(Raised or cut pointing)

sqm 0.469 0.049

9.8.2

Pointing on stone works

with 1:3 mix cement

mortar

( 1 cement, 3 fine sand)

(raised or cut pointing)

sqm 0.459 0.048


10.1

Brick Work in half brick

thick with 1:4 cement

mortar

sqm 0.213 0.030

10.2

Brick Work in one brick

thick with 1:5 cement

mortar

cum 1.550 0.270

10.3

Brick Masonry in one

and half brick thick wall

with 1:6 cement mortar

cum 1.350 0.290

10.4

Ekra walling with

20mm thickness.

cement plaster 1:3mix

sqm 0.456 0.048

10.5

Hollow Blocks in 1:4

c.m. sqm 0.748 0.061 0.078

10.6 Solid Block in 1:4 c.m. sqm 0.787 0.091 0.031 0.091

10.7

Brick Work in half brick

thick in 1:4 cement

mortar with Recron 3S

sqm 0.213 0.030

10.8

Brick Work in one brick

thick in 1:5 cement

mortar with Recron 3S

cum 1.550 0.270

10.9

Brick Masonry in one

and half brick thick in

1:6 cement mortarwith

Recron 3S

cum 1.350 0.290

10.10

Ekra Walling in 20mm

thick CP in 1:3mix

with Recron 3S

sqm 0.456 0.048

10.11

Hollow Blocks in 1:4

c.m with Recron 3S sqm 0.748 0.061 0.078

10.12

Solid Block in 1:4 c.m

with Recron 3S sqm 0.787 0.091 0.031 0.091

52

11 FLOORING WORKS

11.1

18mm thick 30 cm

height cement plaster

skirting with cement

mortar 1:3 finished

with a floating coat of

neat cement

sqm 0.281 0.025

11.2

21mm thick 30 cm

height cement plaster

skirting with cement

mortar 1:3 finished

with a floating coat of

neat cement

sqm 0.315 0.029

11.3

40 mm thick 1:2:4 c.c.

flooring with floating

coat of neat cement

sqm 0.340 0.027 0.009 0.018

11.4



coat of neat cement with

Recorn 3S

sqm 0.340 0.027 0.009 0.018

11.5



coat of neat cement with

Ironite

sqm 0.340 Ironite

(kg) 0.340 0.027 0.009 0.018

11.6



coat of neat cement

(without glass strip)

sqm 0.340 0.027 0.009 0.018

11.7

18mm thick red oxide

plaster skirting with

under layer of 12mm

thick cement plaster in

1:3 mix

sqm 0.260 0.023

11.8

21 mm thick red oxide

plaster skirting with

under layer of 15mm

thick cement plaster in

1:3 mix

sqm 0.289 0.026

11.9

40 mm thick Red oxide

flooring with under

layer 30mm thick 1:2:4

c.c. and top layer of

10mm thick plaster of

red oxide

sqm 0.438 0.028 0.027

11.10

40mm thick marble

chips flooring in light

shade pigment with

white cement

sqm 0.258 0.032 0.016

11.11

40mm thick mosaic

flooring medium shade

pigment with ordinary

cement 50% and white

cement 50%

sqm 0.259 0.032 0.016

53

11.12

18mm thick 30 cm

high marble chips

skirting (light shade)

sqm 0.259 0.019

11.13

21mm thick 30 cm

high marble chips

skirting (light shade)

sqm 0.206 0.022

11.14

Marble Stone slabs

flooring over

20mm(average)thick 1:4

CM

sqm 0.270 0.024

11.15

Marble Stone slabs

flooring over


CM

sqm 0.270 0.024

11.16

Granite Marble Stone

slabs flooring over


CM

sqm 0.270 0.024

11.17

Marble Stone in Risers

of steps, skirting and

pads, walls, pillars etc

laid on 10mm thick base

c.m.in 1:3 CM

sqm 0.224 0.013

11.18

Marble Stone in Risers




c.m.in 1:3 CM

sqm 0.224 0.013

11.19

Granite stone in Risers




c.m. 1:3

sqm 0.224 0.013

11.20

Kota stone slab flooring

over 20mm thick 1:4

c.m base

sqm 0.298 0.024

11.21

Kota stone slabs in

Risers of steps, skirting

dado and walls laid on

12mm thick base of c.m.

1:3

sqm 0.237 0.015

11.22

White or colored glazed

vitrified tiles in flooring,

treads of steps landing

etc laid on a bed of

15mm, cm 1:3 mix

sqm 0.122 0.013

11.23





15mm, cm 1:3 mix

sqm 0.122 0.013

11.24





sqm 0.122 0.013

54

15mm, cm 1:3 mix

11.25


tiles in skirting, risers of

steps and Dados on

12mm thick cement

plaster in 1:3 mix

sqm 0.102 0.011

11.26

Chequers tiles in

flooring over 12mm

thick cement plaster

sqm 0.294 0.024

11.27

White or colored or

ceramic glazed tiles in

skirting, risers of steps

and Dados on 12mm

thick cement plaster of

1:3 mix

sqm 0.213 0.015

11.28

Colored glazed tiles

with flush pointing with


sqm 0.122 0.013

11.29


tiles anti skid laid on

bed of 15mm thick, cm

of 1:3 mix

sqm 0.122 0.013

11.30

40 mm thick 1:2:4 CC

flooring with Red

oxideand Recorn 3S

sqm 0.438 0.028 0.027

12 MASONRY WORKS

12.1

Plum concrete in 1:2:4

c.c. cum 3.200 0.500 0.335 0.110 0.223

12.2

Plum concrete in 1:4:8

c.c. cum 1.700 0.500 0.325 0.120 0.235

12.3 Hand Packed wall cum 0.850

12.4

Random Rubble Stone

Masonry wall cum 0.241 0.930 0.046 0.017 0.033

12.5

Random Rubble Stone

Masonry in 1:3:6 c.c. cum 1.693 0.923 0.261 0.096 0.188

12.6

Random Rubble Stone

Masonry in 1:4:8 c.c. cum 1.363 0.840 0.261 0.096 0.188

12.7

Coarse Rubble Stone

Masonry wall in

1:3:6c.c.

cum 1.561 0.840 0.241 0.089 0.174

12.8

Coarse Rubble Stone

Masonry in 1:4:8 c.c. cum 1.261 0.840 0.241 0.089 0.174

12.9

Chisel Dressed Stone

Masonry wall in 1:5

Cement Mortar

cum 1.736 0.820 0.300

12.10

Parapet of standard size

in 1:2:4

55

12.10.1

45cm height, 30 cm top

and 45 cm bottom Rm 0.711 0.084 0.057 0.019 0.062

12.10.2

60cm height, 45 cm top

and 60cm bottom Rm 1.260 0.158 0.106 0.035 0.106

13 DRAINAGE

13.1

V' shaped drain with

cement pointing in 1:4

cement mortar

Rm 0.045 0.169 0.005

13.2

Box Drain of 30 cm (ht)

x 45 cm (width) with

1:2:4 Plum concrete

Rm 1.156 0.230 0.156 0.053 0.104

13.3

Box Drain of 60 cm (ht)

x 45 cm (width) with

1:2:4 Plum concrete

(20mm & down)

Rm 1.664 0.309 0.209 0.070 0.140

13.4

U shaped drain of 23cm

(ht) x 23 cm (width)

with 1:2:4 Plum

concrete (20mm &

down)

Rm 0.254 0.115 0.079 0.027 0.063

13.5

V' shaped drain with

cement concrete base in

1:2:4 mix

Rm 0.646 0.135 0.070 0.024 0.047

56

BASIC RATES

S/N PARTICULARS RATE UNIT

A

LABOUR

1

Labour / Helper

Rs

200.00

day

2

Mason I

Rs

300.00

day

3

Mason II

Rs

275.00

day

4

Mason III

Rs

250.00

day

5

Baidar

Rs

300.00

day

6

Carpenter I

Rs

300.00

day

7

Carpenter II

Rs

275.00

day

8

Carpenter III

Rs

250.00

day

9

Welder

Rs

300.00

day

10

Vibrator operator

Rs

275.00

day

11

Pipe Fitter Grade I

Rs

300.00

day

12

Pipe Fitter Grade II

Rs

275.00

day

13

Painter Class - I

Rs

300.00

day

14

Painter Class - II

Rs

275.00

day

15

Painter Class - III

Rs

250.00

day

16

Assistant Pipe Fitter

Rs

250.00

day

17

Compressor operator

Rs

275.00

day

18

Crane operator

Rs

275.00

day

B

MATERIALS [FOREST

PRODUCE]

1

Stone

Rs

300.00

cum

2

Stone chips 10 mm down

Rs

1100.00

cum

3

Stone chips 20 mm down

Rs

900.00

cum

4

Stone chips 21 mm to 25 mm

Rs

750.00

cum

5

Stone chips 26 mm to 38 mm

Rs

700.00

cum

6

Stone metals 39 mm up to 100 mm

Rs

650.00

cum

7

Sand

Rs

350.00

cum

8

Soil

Rs

50.00

cum

9

Stone royalty

Rs

80.00

100 cft

10

Sand royalty

Rs

95.00

100 cft

11

Stone chips royalty

Rs

160.00

100 cft

12

Firewood

Rs

1500.00

pile

C

TIMBER (Imported)

1

Sal

Rs

1092.00

cft

2

Local

Rs

395.20

cft

3

Rani Champ

Rs

1248.00

cft

4

Phakasaj

Rs

832.00

cft

5

Teak

Rs

2600.00

cft

6

Sisom

Rs

884.00

cft

7

Panisaj

Rs

884.00

cft

8

Dhupi

Rs

676.00

cft

9

Silver fir

Rs

832.00

cft

D

TIMBER (Locally available)

57

1

Sal

Rs

843.75

cft

2

Local

Rs

281.25

cft

3

Rani Champ

Rs

843.75

cft

4

Phakasaj / Katus

Rs

393.75

cft

5

Teak

Rs

1012.50

cft

6

Sisom

Rs

0.00

cft

7

Panisaj

Rs

675.00

cft

8

Dhupi

Rs

281.25

cft

9

Silverfir

Rs

cft

10

Bamboo

Rs

150.00

each

E

STOCK MATERIALS

1

Cement (AV) Grade - 53 ISSUE RATE Rs

620.00

Qtl

VAT

12.50% Rs

77.50

STORAGE CHARGE

5% Rs

31.00

Env Cess on (Cost + VAT)

1% Rs

6.98

Rs

735.48

Qtl

2

Cement (AV) Grade - 43 ISSUE RATE Rs

620.00

Qtl

VAT

12.50% Rs

77.50

STORAGE CHARGE

5% Rs

31.00


1% Rs

6.98

Rs

735.48

Qtl

3

Bitumen CRMB 55

STCS Rs

7485.28

Drum

VAT

4% Rs

299.41

STORAGE CHARGE

5% Rs

374.26


1% Rs

77.85

Rs

8236.80

Drum

4

Tor Steel / TMT Bars

Rs

45120.00

MT

VAT

4% Rs

1804.80

STORAGE CHARGE

5% Rs

2256.00


1.0% Rs

469.25

Rs

49650.05

MT

5

Mild Steel

Rs

45801.53

MT

VAT

4% Rs

1832.06

STORAGE CHARGE

5% Rs

2290.08


1% Rs

476.34

Rs

50400.00

MT

6

24 BWG GCI Sheet (Sail/TATA)

STCS Rs

72323.91

MT

VAT

4% Rs

3045.22

STORAGE CHARGE

5% Rs

3806.52


1% Rs

791.76

Rs

79967.40

MT

7

24 BWG GP sheet (Sail)

STCS Rs

72323.91

MT

VAT

4% Rs

2892.96

STORAGE CHARGE

5% Rs

3616.20


1% Rs

752.17

Rs

79585.23

MT

8

24 BWG GP Pre painted sheet

STCS Rs

76130.39

MT

VAT

4% Rs

3045.22

STORAGE CHARGE

5% Rs

3806.52


1% Rs

761.30

58

Rs

83743.43

MT

9

8 BWG G.I Wire

STCS Rs

82.88

Kg

VAT

4% Rs

3.32

STORAGE CHARGE

5% Rs

4.14


2% Rs

1.72

Rs

92.06

Kg

10

Galvanized steel wire crates of

mesh size 100 mm x 100 mm

woven with 4mm dia. GI wire in

rolls of required size.

230.00

sqm

F

PIPES

1

15mm dia GI pipe medium duty

90.57

Excise duty

10.3%

9.33

Env.

1% Rs

0.94

STCS Commission

3%

2.72

VAT

4%

3.62

Storage Charge

5% 5.36

Rs

112.54

Rm

2


116.58

Excise duty

10.3%

12.01

Env

1% Rs

1.21

STCS Commission

3%

3.50

VAT

4%

4.66

Storage Charge

5% 6.90

Rs

144.86

Rm

3


178.70

Excise duty

10.3%

18.41

Env

1% Rs

1.86

STCS Commission

3%

5.36

VAT

4%

7.15

Storage Charge

5% 10.57

Rs

222.05

Rm

4


221.29

Excise duty

10.3%

22.79

Env

1% Rs

2.30

STCS Commission

3%

6.64

VAT

4%

8.85

Storage Charge

5% 13.09

Rs

274.97

Rm

5


253.89

Excise duty

10.3%

26.15

Env

1% Rs

2.64

STCS Commission

3%

7.62

VAT

4%

10.16

Storage Charge

5% 15.02

Rs

315.48

Rm

6


360.17

Excise duty

10.3%

37.10

Env

1% Rs

3.75

STCS Commission

3%

10.81

59

VAT

4%

14.41

Storage Charge

5% 21.31

Rs

447.54

Rm

7


466.15

Excise duty

10.3%

48.01

Env

1%

4.85

STCS Commission

3%

13.98

VAT

4%

18.65

Storage Charge

5% 27.58

Rs

579.22

Rm

8

80mm dia GI pipe Heavy duty

704.00

Excise duty

10.3%

72.51

Env

1%

7.32

STCS Commission

3%

21.12

VAT

4%

28.16

Storage Charge

5% 41.66

Rs

874.77

Rm

9


1020.00

Excise duty

10.3%

105.06

Env

1%

10.61

STCS Commission

3%

30.60

VAT

4%

40.80

Storage Charge

5% 60.35

Rs

1267.42

Rm

10


1550.00

Excise duty

10.3%

159.65

Env

1%

16.12

STCS Commission

3%

46.50

VAT

4%

62.00

Storage Charge

5% 91.71

Rs

1925.98

Rm

11


3272.00

Excise duty

10.3%

337.02

Env

1%

34.03

STCS Commission

3%

98.16

VAT

4%

130.88

Storage Charge

5% 193.60

Rs

4065.69

Rm

12


3476.00

Excise duty

10.3%

358.03

Env

1%

36.15

STCS Commission

3%

104.28

VAT

4%

139.04

Storage Charge

5% 205.67

Rs

4319.17

Rm

60

15

80mm dia DI pipe medium duty

1251.13

Excise duty

0%

0.00

Env

1%

13.01

STCS Commission

3%

37.53

VAT

4%

50.05

Storage Charge

5% 67.59

Rs

1419.31

Rm

16


1261.00

Excise duty

0%

0.00

Env

2%

26.23

STCS Commission

3%

37.83

VAT

4%

50.44

Storage Charge

5% 68.77

Rs

1444.27

Rm

17


1848.00

Excise duty

0%

0.00

Env

2%

38.44

STCS Commission

3%

55.44

VAT

4%

73.92

Storage Charge

5% 100.79

Rs

2116.59

Rm

18


2461.00

Excise duty

0%

0.00

Env

2%

51.19

STCS Commission

3%

73.83

VAT

4%

98.44

Storage Charge

5% 134.22

Rs

2818.68

Rm

19


3210.00

Excise duty

0%

0.00

Env

2%

128.40

STCS Commission

3%

96.30

VAT

4%

128.40

Storage Charge

5% 178.16

Rs

3741.26

Rm

20


4046.00

Excise duty

0%

0.00

Env

2%

84.16

STCS Commission

3%

121.38

VAT

4%

161.84

Storage Charge

5% 220.67

Rs

4634.05

Rm

21


5253.00

Excise duty

0%

0.00

Env

2%

109.26

STCS Commission

3%

157.59

VAT

4%

210.12

Storage Charge

5% 286.50

61

Rs

6016.47

Rm

22

HUME PIPE SEMICIRCULAR

23CM DIA

0.00

Excise duty

0%

0.00

Education CCSS on ED

0%

0.00

Env.+Labour Cess on (Cost +

VAT) 2%

0.00

STCS Commission

0%

0.00

VAT

4%

0.00

Storage Charge

0% 0.00

Rs

0.00

Each

G

EXPLOSIVES

1

Super Electronic Detonator

23.00

Env Cess

1%

0.23

VAT

12.50% Rs

2.88

STORAGE CHARGE

5% Rs

1.15

Rs

27.26

each

2

Emuldyne (Gelatin)

93.00

Env Cess

1%

0.93

VAT

12.50% Rs

11.63

STORAGE CHARGE

5% Rs

4.65

Rs

110.21

Kg

H

FUEL

1

Diesel

Rs

42.45

ltrs

2

K.oil

Rs

24.00

ltrs

I

CENTAGE CHARGES

1

Water charge

@

1.00%

2

Overheads

@

7.50%

3

Contractors profit

@

7.50%

J

TAXES

1

Contract Tax

@

0.00%

2

Sales tax for Stone sand

@

0.00%

3 a VAT

@

12.50%

b VAT

@

4.00%

K

MACHINERIES

1

Hydraulic Excavator (3D) with

driver and fuel. Rs 1100.00

HR

2

Hire and running charges of tipper Rs 450.00 HR

3

Tractor/Truck Rs 355.00 HR

4

Loader Rs 800.00 HR

5

D50-15A Buldozer Rs 3800.00 HR

6

Compressor Rs 350.00 HR

L

ALUMINUM

1 Aluminum section

Rs 240.00

Kgs

2 CP brass / stainless screw

Rs 3.00

Each

3 Dash hold fastener

Rs 38.00

Each

62

M

CEMENT MORTAR

1

1:1

Rs

7947.23

cum

2

1:2

Rs

5255.15

cum

3

1:3

Rs

4321.42

cum

4

1:4

Rs

3365.31

cum

5

1:5

Rs

2850.47

cum

6

1:6

Rs

2409.19

cum

N

CEMENT CONCRETE

1

1:2:4 [20mm Stone agg.]

Rs

3972.52

cum

2

1:3:6 [20mm]

Rs

3294.80

cum

3

1:4:8 [40mm]

Rs

2704.06

cum

O

CONSTRUCTION MATERIALS

1

Bricks (Grade - I) Rs

7.50

Each

2

Binding wire

Rs

70.00

Kg

3

Binding Materials

Rs

115.00

cum

4

Rivets 16mm dia 50mm long

Rs

8.00

Nos

5

Hooks

Rs

12.00

Nos

6

Limpet washer

Rs

75.00 Per 100

7

Bitumen washer

Rs

15.00 Per 100

8

Roof Screw/ Nut & Bolts

Rs

60.00

10 Nos

9

Steel

Rs

47.25

Kgs

10

Aluminum sheet

Rs

350.00

Kg

11

Rolling shutter (24 guage)

Rs

140.00

sft

12

Steel channel

Rs

48.00

Kgs

13

Recorn-3S (6 mm to 12 mm)

Rs

45.00

125gm

14

Recorn-3S (4.8 mm)

Rs

40.00

100gm

15

Ionide

Rs

25.00

Kg

16

Glass strip

Rs

12.00

Rm

17

White cement

Rs

2500.00

qtls

18

Pulley

Rs

100.00

Each

19

Rivet

Rs

2.00

Each

20

Marble Powder

Rs

510.00

qtls

21

Marble chips

Rs

3570.00

cum

22

Wire Brush

Rs

26.70

Each

23

Soft Brush

Rs

100.00

Each

24

Curtain rod

Rs

42.00

Rm

25

Flat steel

Rs

47.00

Kgs

26

Wooden beads (TAJ)

Rs

6.00

rft

27

Wooden beads (corner)

Rs

9.00

rft

28

E-Board

Rs

280.00

sqm

29

Gypsum board

Rs

480.00

sqm

30

PVC panel

Rs

640.00

sqm

31

Joining compound

Rs

49.00

Kgs

32

Connecting clip

Rs

7.00

Each

33

Joint tape

Rs

182.00

Roll

34

joint finiser

Rs

30.00

Kgs

35

50 x 32 x 0.50 ceiling channel

Rs

138.00

Kgs

36

Cross tee

Rs

192.00

Kgs

37

Wall angle

Rs

188.00

Kgs

38

Rawl plugs

Rs

9.00

Each

39

Screw 35 mm

Rs

2.50

Each

40

Dasfastner

Rs

20.00

Each

41

Butterfly clip

Rs

10.00

Each

42

Hold down clips

Rs

10.00

Each

63

43

Fevicol/ dendrite

Rs

190.00

Kg

44

Plaster of paris

Rs

15.00

kg

45

Anti streeping

Rs

200.00

Kg

46

Epoxy

Rs

340.00

Kg

47

Terpin tel

Rs

55.00

ltrs

48

Through / bond Stone

Rs

45.37

Each

P

MARBLES AND TILES

1

Marble Stone (Zebra black marble

or equivalent) Rs

730.00

sqm

2

Marble Stone (Raj nagar Plain

Marble / Udaipur green marble) Rs

1100.00

sqm

3

Granite Stone

Rs

1400.00

sqm

4

Kota Stone

Rs

480.00

sqm

5

Terroza tiles

Rs

320.00

sqm

6

Glazed Ceramic Tiles Plain or

normal prints Rs

320.00

sqm

7

Glazed Ceramic Tiles Luster print

Rs

340.00

sqm

8

Glazed Ceramic Tiles Special

colour Rs

450.00

sqm

9

Glazed Ceramic Floor Tiles Plain

colour Rs

320.00

sqm

10

Glazed Ceramic Tiles special colour

Rs

450.00

sqm

11

Glazed Ceramic Tiles antiskid

Glossy series Rs

450.00

sqm

12

Vetrified Floor Tiles Royal / Italian

Rs

880.00

sqm

13

Vetrified Floor Tiles Classica

Rs

1100.00

sqm

14

Vetrified Floor Tiles Pearl (white,

marvel atlanta, jet black) Rs

1340.00

sqm

15

Chequers tiles

Rs

230.00

sqm

16

Pigment

Rs

70.00

kg

Q

DOORS & WINDOW FITTINGS

1

Steel Butt Hinges 4"

Rs

55.00

Each

2


Rs

42.00

Each

3


Rs

28.00

Each

4

Steel Screw 40mm

Rs

1.00

Each

5

Steel Screw 20mm

Rs

0.80

Each

6

Glass 3 mm thick

Rs

25.00

sft

7

Glass 4 mm thick

Rs

30.00

sft

8

Glass 6 mm thick

Rs

50.00

sft

9

Prelaminated sheet 12mm thich

Rs

55.00

sft

10

M S HINGES

150x31x4mm Hinges

Rs

48.00

Each

125x31x4mm

Rs

40.00

Each

100x31x3mm

Rs

32.00

Each

Screw

Rs

0.80

Each

11

BRASS HINGES

150x31x4mm Hinges

Rs

140.00

Each

125x31x4mm

Rs

132.00

Each

100x31x3mm

Rs

121.00

Each

Screw

Rs

1.50

Each

Praliament hinges(150 x 110 MM)

Rs

40.00

Each

64

Screw for Praliament hinges

Rs

1.50

Each

Brass CP Praliament hinges(150 x

110 MM) Rs

215.00

Each

12

SLIDING BOLT(300 x 16 mm)

Ms (Bright Finish)

Rs

196.00

Each

Bolts & nuts

Rs

1.25

Each

M.S (Black enameled)

Rs

75.00

Each

M.S (Oxidized)

Rs

94.00

Each

Brass (bright Finish)

Rs

800.00

Each

Brass (Chromium Plated)

Rs

840.00

Each

Aluminum Oxidized

Rs

280.00

Each

Aluminum Oxidized Screw

Rs

0.75

Each

13

SLIDING BOLT(250 x 15 mm)

Ms (Bright Finish)

Rs

150.00

Each

M.S (Black enameled)

Rs

50.00

Each

M.S (Oxidized)

Rs

50.00

Each

Brass (Bright Finish)

Rs

740.00

Each


Rs

780.00

Each

Aluminum Oxidized

Rs

240.00

Each

14

TOWER BOLT (300 X 10MM)

Ms (Bright Finish)

Rs

44.00

Each


Rs

340.00

Each


Rs

340.00

Each

Brass (Cupper Oxidized)

Rs

350.00

Each

Aluminum Oxidized

Rs

94.00

Each

15


Ms (Bright Finish)

Rs

40.00

Each


Rs

325.00

Each


Rs

325.00

Each

Brass Cupper Oxidized

Rs

335.00

Each

Aluminum Oxidized

Rs

70.00

Each

16


Ms (Bright Finish)

Rs

32.00

Each


Rs

300.00

Each


Rs

300.00

Each

Chromium Plated

Rs

310.00

Each

Aluminum Oxidized

Rs

63.00

Each

17


Ms (Bright Finish)

Rs

32.00

Each


Rs

250.00

Each


Rs

270.00

Each

Chromium Plated

Rs

260.00

Each

Aluminum Oxidized

Rs

48.00

Each

18


Ms (Bright Finish)

Rs

28.00

Each


Rs

75.00

Each


Rs

80.00

Each

Chromium Plated

Rs

83.00

Each

Aluminum Oxidized

Rs

32.00

Each

65

19

125MM SIZE HANDLES

Aluminum

Rs

44.00

Each

Ms (Bright Finish)

Rs

15.00

Each


Rs

81.00

Each

Chromium Plated

Rs

81.00

Each

20

100MM SIZE HANDLES

Aluminum

Rs

19.00

Each

Ms (Bright Finish)

Rs

15.00

Each


Rs

62.50

Each

Chromium Plated

Rs

62.50

Each

21

75MM SIZE HANDLES

Aluminum

Rs

18.75

Each

Ms (Bright Finish)

Rs

15.00

Each


Rs

50.00

Each


Rs

50.00

Each

22

EYE HOOKS

150mm

Rs

7.50

Each

Screw

Rs

0.50

Each

23

MORTISE LOCK (100mm)


Rs

1062.50

Each

Brass (CO)

Rs

1062.50

Each


Rs

1187.50

Each

Ms (Bright Finish)

Rs

375.00

Each

24

MORTISE LOCK WITH DEAD

BOLTS


Rs

1062.50

Each

Brass (CO)

Rs

1062.50

Each


Rs

1187.50

Each

Ms (Bright Finish)

Rs

343.75

Each

25

DOOR CLOSER

a)

Hydrolic

Rs

800.00

Each

b)

Spring

Rs

153.00

Each

R

PLY BOARD

a)

One side Teak (Water proof)

1

Solid hard core Board 38mm

Rs

200.00

sft

2


Rs

190.00

sft

3

Solid hard core Board 30 mm

Rs

175.00

sft

4


Rs

165.00

sft

b)

B S Commercial (Water proof) IS

2202

1


Rs

160.00

sft

2


Rs

148.00

sft

3


Rs

130.00

sft

4


Rs

115.00

sft

5

Teak ply 4mm

Rs

68.00

sft

6

Ply wood 4mm

Rs

52.00

sft

7

Ply wood 6mm

Rs

78.00

sft

8

Ply wood 12 mm

Rs

126.00

sft

9

Ply wood 19mm

Rs

170.00

sft

c)

Local water proof ply boards Grade

II

10

Ply wood 4mm

Rs

22.00

sft

11

Ply wood 6mm

Rs

30.00

sft

12

Ply wood 12 mm

Rs

40.00

sft

66

13

Ply wood 19mm

Rs

50.00

sft

14

Sunmica Sheet

Rs

30.00

sft

d)

FIBER REINFORCED PLASTIC

1

Factory made glass reinforced

plastic door frame 90 x 45 mm Rs

439.55

M

2

Factory made 30 mm glass fibre

reinforced plastic panel door shutter Rs

2005.29

sqm

3


plastic door frame 90 x 45 mm Rs

514.80

M

4



2475.78

sqm

5



2691.07

sqm

6



2280.71

sqm

7



2637.25

sqm

8



2852.53

sqm

9


polyester (FRP) windows shutter 75

x 30 mm

Rs

363.00

m

10



x 35 mm

Rs

429.00

m

11



x 40 mm

Rs

495.00

m

12


polyester (FRP) windows frame 90

x 45 mm

Rs

481.80

m

13



x 45 mm (double rebate)

Rs

643.50

m

14



x 45 mm

Rs

580.00

m

15



x 45 mm (double rebate)

Rs

808.50

m

S

PRIMERS

1

Primer ( Wood )

Rs

157.00

lit

2

Red oxide Zinc Chromate primer

Rs

132.00

lit

3

Primer ( Metal ) Red oxide

Rs

123.00

lit

4

Cement primer (Solvent Base)

Rs

161.00

lit

5

Cement primer ( Water base)

Rs

101.00

lit

T

PAINTINGS

1

Synthetic Enamel (High gloss)

Rs

207.00

lit

2

Plastic emulsion paints

Rs

239.00

lit

3

Synthetic distemper

Rs

85.00

Kg

4

Acrylic distemper

Rs

76.00

Kg

5

Exterior Emulsion paints

Rs

249.00

lit

6

Cement paint (Snoeceam)

Rs

48.00

Kg

9

Aluminum Paints ( Al )

Rs

190.00

lit

67

12

Thinners 800

Rs

164.00

lit

13

Thinners

Rs

168.00

lit

14

Red / Green corrugal

Rs

166.00

lit

15

Red oxide

Rs

45.00

Kg

16

Bitumen Paints

Rs

135.00

lit

U

POLISHING ITEMS

1

Wood filler glue/Melamine sealer

Rs

260.00

lit

2

Synthetic clear varnish

Rs

190.00

lit

3

Gopal varnish

Rs

190.00

lit

4

Varnishes & Black

Rs

125.00

lit

5

Touch wood (GR - 0) Clear matt

Rs

280.00

lit

6

Shellac

Rs

650.00

Kg

7

Spirit

Rs

75.00

lit

8

Wax Polish

Rs

312.00

Kg

V

WHITE WASHING &

DISTEMPERING

1

Lime

Rs

1760.00

Qtl

2

Indigo/ Neer

Rs

3.50

10 g

3

Dry Distemper

Rs

100.00

Kg

4

Whiting

Rs

135.00

Kg

5

Washable Distemper

Rs

90.00

Kg

6

Water proofing cement paints

Rs

25.00

Kg

7

Plaster of paris

Rs

20.00

Kg

W

SANITARY FITTINGS

CAT NO

1

Orissa Pan 53x41White

20004 Rs

1050.00

Each

2

Orissa Pan 58x44 (Box rim)White

20042 Rs

1150.00

Each

3

Orissa Pan 58x44 Special

20004 Rs

2080.00

Each

4

Orissa Pan 58x44 (Box rim)Special

20004 Rs

2950.00

Each

5

European One pice(Starwhite)

92008 Rs

11900.00

Each

6

European One pice(Ivory)

92008 Rs

13600.00

Each

7

W.C. pan (European Bidets

standard)

30001 Rs

3990.00

Each

8

W.C. pan European Bidets

constillation special

30006 Rs

3986.00

Each

10

Urinal flat back ideal 44x31.5x32.5

60005 Rs

602.00

Each

11

Urinal plate 68 x 30

61001 Rs

980.00

Each

13

Sit cover Constillation starwhite col

Rs

669.00

Each

14

Sit cover Constillation special col

Rs

669.00

Each

X

WALL HUNG WASH BASIN

1

Wash basin Standard 63x45cm

10001 Rs

1598.00

Each

2

Wash basin Delta 55x40cm

10010 Rs

752.00

Each

3

Wash basin compact45x30

10004 Rs

578.00

Each

4

Wash basin miche58x43cm

10040 Rs

833.00

Each

5

Wash basin 46x36cm

10036 Rs

531.00

Each

6

Wash basin 51x40cm

10007 Rs

625.00

Each

7

Wash basin 35 x 35 cm corner

10072 Rs

1309.00

Each

12

Wash Basin Pedestal.

11003 Rs

825.00

Each

Y

COUNTER TYPE WASH BASIN

1

Wash basin 63x50cm

10045 Rs

2542.00

Each

2

Wash basin 57 x 45

10047 Rs

1169.00

Each

3

Wash basin 49x36

10051 Rs

1100.00

Each

68

Z

KITCHEN SINK

1

610x450x25mm(steel)

S100/150 Rs

4037.00

Each

2

610x450x20mm(precast)

S100/151 Rs

4037.00

Each

AA

FLUSHING CISTERN

1

10 liter automatic flushing cistern.

Rs

1084.00

Each

2

Flushing cistern with fittings.

Rs

674.00

Each

3

5 liter automatic flushing cistern.

Rs

674.00

Each

2

Dual flushing cistern with

fittings6/3 ltrs Special. Rs

948.00

Each

AB

WATER SUPPLY FITTINGS

BATHROOM FITTINGS MARC / JAQUAR/CERA/ESSCO

1

CP pillar Cock

Rs

525.00

Each

2

CP Bib cock

Rs

515.00

Each

3

CP Bib cock Long Body

Rs

695.00

Each

4

CP Angular Stop cock

Rs

970.00

Each

5

Concealed Stop Cock

Rs

880.00

Each

6

C.P 190mm long connecting pipe.

Rs

160.00

Each

7

Standard size G.I. flush pipe with

special fittings. Rs

355.00

Each

8

Shower arm 190mm long

Rs

285.00

Each

9

Shower

Rs

265.00

Each

10

Waster coupling

Rs

173.00

Each

11

Basin Mixer

Rs

1450.00

Each

12

Brass stop cock

Rs

405.00

Each

13

Brass Bib cock

Rs

415.00

Each

14

Brass Gateway Valve 15 mm dia

Rs

445.00

Each

15


Rs

605.00

Each

16


Rs

895.00

Each

17


Rs

1255.00

Each

18

Ball valve Brass with plastic float

Rs

298.00

Each

AC

BATH ROOM ACCESSORIES

1

CP Towel Rail 600x20mm

Rs

675.00

Each

2

CP Towel Rail 740x20mm

Rs

725.00

Each

3

CP Towel Ring

Rs

410.00

Each

4

CP Soap Tray / Dish

Rs

225.00

Each

5

CP Toilet paper Holder

Rs

360.00

Each

6

CP Glass shelf 22"

Rs

900.00

Each

7

CP Brass chain with plug.

Rs

38.00

Each

8

Beveled gauge Bath room Mirror

Rs

675.00

Each

9

AC sheet

Rs

60.00

Each

10

PVC cleat

Rs

1.00

Each

11

Bath room Mirror Admiral type

Rs

297.00

Each

12

CP Screw

Rs

2.50

Each

13

Proclean soap tray

Rs

390.00

Each

14

PVC wash basin concealed

connection

1.5" dia with fittings

Rs

70.00

Rm

15

Hi-density Polyethylene water tank

500 ltrs i/c fittings

Rs

3093.75

Each

16



Rs

6187.50

Each

69

17



Rs

12375.00

Each

19

C.I. brackets.(pair)

Rs

45.00

Each

20

100mm SCI p or S strap.

Rs

167.00

Each

21

Spreader with fittings.

Rs

432.00

Each

22

100mm half round channel.

Rs

270.00

Each

23

G.I.flush pipe with fittings.

Rs

60.00

Each

24

CI trap 65mm with fittings.

Rs

178.00

Each

25

Lead or PUC connection.

Rs

5.00

Each

26

PVC SOIL PIPE (ISI)

75 MM 10 feet long Rs

352.00

Each


625.00

Each


1150.00

Each

27

Bend

75 MM

Rs

71.00

Each

110 MM

Rs

118.00

Each

160 MM

Rs

415.00

Each

28

Tee

75 MM

Rs

92.00

Each

110 MM

Rs

162.00

Each

160 MM

Rs

588.00

Each

29

Equal Junction

75 MM

Rs

180.00

Each

110 MM

Rs

367.00

Each

160 MM

Rs

955.00

Each

30

Offset

75 MM

Rs

227.00

Each

110 MM

Rs

442.00

Each

160 MM

Rs

645.00

Each

71

PART – II: ROAD, BRIDGES AND RIVER TRAINING WORKS

GENERAL NOTES

1. "Specifications" would refer to the "Specifications for road and bridge works" (4th Revision)

published by the Indian Roads Congress August-2001, on behalf of the Government of India,

Ministry of Road Transport & Highway (Roads Wing).

2. "Clause" would refer to clauses of the specifications referred to in note (a) above.

3. "Engineer-in-charge" would refer to the Divisional Engineer of the division.

4. "Table" would refer to the table of the aforesaid specifications.

5. The rates have been analysed using mechanical means. Manual means for certain items

have also been provided which can be used for areas inaccessible to machines and for

small jobs.

6. The rates of all items include element of setting out and carrying out the work in narrow or part

width of road, where directed.

7. In the absence of any stipulation to the contrary, unit rates for different items of works are for

completing the works to the specifications I/c full compensation for all operations detailed in

the relevant sections of the specifications under "Rates". The rates are to be considered as the

full inclusive rate for the finished work covering all labour, material, royalties, lease, rent,

wastage, temporary work, plant, equipment, overhead charges and profit, unless specified

otherwise.

8. Mode of measurements shall be as per provisions contained in the relevant clauses of the

specifications unless specified otherwise.

9. The rates include the element of hire and running charges of all types of plant, machinery and

equipment required to complete the work unless specified otherwise. Royalty, octroi- duty and

all other taxes are included in the rates.

10. The rates include making arrangement of traffic as per clause No.112 except for initial

treatment to verge, shoulders and construction of diversion.

11. The rates include all cleaning operations. The rates also include provision of coir rope being

used for premix carpet and surface dressings for providing supports to edges.

12. The rates also include the element of testing of samples of various materials brought by the

contractor for use on the work as well as other tests for items of work as stipulated in the

specifications as per clause 903 and its sub-clauses of specifications for road and bridge works

of MORT&H (4th revision). Frequency of such tests to be carried out must not be less than the

prescribed frequencies.

13. Tests shall have to be conducted for the contractor's material by his Engineers under the

supervision of the Engineer-in-charge or his authorized representatives. Before making any

payment it will be the responsibility of the officer making payment to ensure that all tests as

per prescribed frequencies have been carried out.

72

14. Rates of items would apply for work order / piece work system also.

15. Rates for transportation in Chapter No. 1 of "Carriage of Material" include :-

i) Loading and unloading into transport vehicle with incidental leads upto 100 m at each

place and all lifts.

ii) Stacking at suitable places as directed by the Engineer-in-charge, the weights of

the container of any material shall be ignored.

16. Latest I.R.C. Codes / MoRT&H Specification shall be followed for all works.

17. The materials of construction shall be governed as per relevant I.S. Codes.

18. If the cement / bitumen/ steel is brought by the contractor, the contractor shall be responsible

for ensuring the quality of materials and would be bound to conduct any or all tests at his cost

for ensuring its quality as per directions of the Engineer-in-Charge.

19. The section 900 of the specification mentions "as required" against some of the tests. To stave

off disputes the following frequencies are specified :-

(a) Deleterious material. One test per 500 Cum. or part thereof.

(b) C.B.R. -----do------

20. For comprehensive items, quantities of aggregates, screenings, granular materials and binding

materials etc. indicated in the specifications are loose. No extras on account of any voids or

bulkages etc. will be paid separately. Where it is proposed only to supply, transport and stack

the mineral aggregates for use in pavement courses, the quantities indicated in the

specifications shall be supplied but payment for the same shall be regulated on the basis of

volumes to be computed after deductions specified in clause 514.5. The stacking will have to

be in a trapezoidal section having base 1.5 M., top width 0.5 M. and height 0.5 M. The length

should be as long as conveniently possible.

21. For construction of reinforced earth retaining wall, back filling shall be paid separately as per

Chapter-3 "Earth work, erosion control and drainage"

22. For WBM Grade-I and Grade-II broken stone can be used, for WBM Grade-III, only crushed

stone shall be used.

23. Metal to be used for all bituminous courses and cement concrete shall be crushed in

mechanical crushers.

24. The use of vibratory roller is essential for all the items wherever compaction/consolidation is

to be done with rollers unless specified otherwise.

25. The surface regularity of the completed sub-grade, sub-base, base courses, widening of

surfaces and bituminous courses in the longitudinal and transverse directions shall be within

the tolerances indicated in the table 900-1 of the specifications. For checking, specifications

clause 902 shall apply.

73

SCHEDULE OF RATES FOR ROAD, BRIDGES AND RIVER TRAINING WORKS

Item No. Descriptions Unit Rate 2012

(Rs.)

1 CARRIAGE OF MATERIALS

1.1 Loading and unloading of stone boulder/stone

aggregates/sand/ kanker/moorum. (Placing tipper at

loading point, loading with front end loader,

dumping, turning for return trip, excluding time for

haulage and return trip)

cum 87.00

1.2 Loading and Unloading of Boulders by Manual

Means

cum 109.78

1.3 Loading and Unloading of Cement or Steel by

Manual Means and stacking.

tonne 153.58

1.4 Cost of Haulage Excluding Loading and Unloading

(i) Surfaced Road

tonne.km 5.57

(ii) Unsurfaced Gravelled Road

tonne.km 6.96

(iii) Katcha Track and Track in river bed / nallah bed and

choe bed.

tonne.km 8.72

1.5 Hand Broken Stone Aggregates 63 mm nominal size

(Supply of quarried stone, hand breaking into coarse

aggregate 63 mm nominal size (passing 80 mm and

retained on 50 mm sieve) and stacking as directed)

cum 751.68

1.6 Crushing of stone aggregates 13.2 mm nominal size.

(Crushing of stone boulders of 150 mm size in an

integrated stone crushing unit of 200 tonnes per hour

capacity comprising of primary and secondary

crushing units, belt conveyor and vibrating screens to

obtain stone aggregates of 13 mm nominal size.)

cum 750.23

1.7 Crushing of stone aggregates 20 mm nominal size






cum 636.49

1.8 Crushing of stone aggregates 40 mm nominal size






cum 537.01

1.9 Loading and Unloading of Bitumen by Manual

Means

Mt 62.75

74

1.20 Loading and Unloading of NP2/NP3/NP4 Hume Pipe

of all diameter.

No 260.67

2 SITE CLEARANCE

2.1 Cutting of Trees, including Cutting of Trunks,

Branches and Removal (Cutting of trees, including

cutting of trunks, branches and removal of stumps,

roots, stacking of serviceable material with all lifts

and up to a lead of 50mtrs and earth filling in the

depression/pit.)

(i) Girth from 300 mm to 600 mm each 146.16

(ii) Girth from 600 mm to 900 mm each 222.72

(iii) Girth from 900 mm to 1800 mm each 491.84

(iv) Girth above 1800 mm

each 983.68

2.2 Clearing Grass and Removal of Rubbish

hectare 12296.00

2.3 Clearing and Grubbing Road Land. (Clearing and

grubbing road land including uprooting rank

vegetation, grass, bushes, shrubs, saplings and trees

girth up to 300 mm, removal of stumps of trees cut

earlier and disposal of unserviceable materials and

stacking of serviceable material to be used or

auctioned up to a lead of 50 metres including

removal and disposal of top organic soil not

exceeding 150 mm in thickness.)

(i) By Manual Means:-

A In area of light jungle hectare 36888.00

B In area of thorny jungle hectare 49184.00

(ii) By Mechanical Means

A In area of light jungle hectare 20993.68

B In area of thorny jungle

hectare 25487.52

2.4 Dismantling of Structures (Dismantling of existing

structures like culverts, bridges, retaining walls and

other structure comprising of masonry, cement

concrete, wood work, steel work, including T&P and

scaffolding wherever necessary, sorting the

dismantled material, disposal of unserviceable

material and stacking the serviceable material with

all lifts and lead of 1000 metres)

(i) Lime /Cement Concrete

I By Manual Means

A Lime Concrete, cement concrete grade M-10 and

below

cum 285.69

B Cement Concrete Grade M-15 & M-20 cum 334.86

75

C Pre-stressed / Reinforced cement concrete grade M-

20 & above

cum 849.91

II By Mechanical Means for items No. 202( b) & ( c)

A Cement Concrete Grade M-15 & M-20 cum 422.33

B Prestressed / Reinforced cement concrete grade M-20

& above

cum 712.10

(ii) Dismantling Brick / Tile work

A In lime mortar cum 187.32

B In cement mortar cum 236.50

C In mud mortar cum 167.65

D Dry brick pitching or brick soling cum 157.80

(iii) Dismantling Stone Masonry

A Rubble stone masonry in lime mortar cum 206.99

B Rubble stone masonry in cement mortar. cum 236.50

C Rubble Stone Masonry in mud mortar. cum 187.32

D Dry rubble masonry cum 177.48

E Dismantling stone pitching/ dry stone spalls. cum 167.65

F Dismantling boulders laid in wire crates including

opening of crates and stacking dismantled materials.

cum 187.32

(iv) Wood work wrought framed and fixed in frames of

trusses upto a height of 5 m above plinth level

cum 430.46

(v) Steel work in all types of sections upto a height of 5

m above plinth level excluding cutting of rivet.

A Including dismembering tonne 1071.15

B Excluding dismembering. tonne 802.43

C Extra over item No( V ) A and( V ) B for cutting

rivets.

tonne 7.89

(vi) Scraping of bricks dismantled from brick work

including stacking.

A In lime/Cement mortar 1000 nos 860.72

B In mud mortar 1000 nos 307.41

(vii) Scraping of Stone from dismantled stone masonry

A In cement and lime mortar cum 345.68

B In Mud mortar cum 73.09

(viii) Scarping plaster in lime or cement mortar from brick/

stone masonry

sqm 11.15

(ix) Removing all type of hume pipes and stacking within

a lead of 1000 metres including earthwork and

dismantling of masonry works.

A Up to 600 mm dia metre 127.60

B Above 600 mm to 900 mm dia metre 172.85

C Above 900 mm metre 295.81

76

2.5 Dismantling of Flexible Pavements (Dismantling of

flexible pavements and disposal of dismantled

materials up to a lead of 1000 metres, stacking

serviceable and unserviceable materials separately)

I By Manual Means

A Bituminous courses cum 525.37

B Granular courses cum 381.82

II By Mechanical Means

A Bituminous course

cum 237.06

2.6 Dismantling of Cement Concrete Pavement

(Dismantling of cement concrete pavement by

mechanical means using pneumatic tools, breaking to

pieces not exceeding 0.02 cum in volume and stock

piling at designated locations and disposal of

dismantled materials up to a lead of 1000 metres,

stacking serviceable and unserviceable materials

separately)

cum 1007.46

2.7 Dismantling Guard Rails (Dismantling guard rails by

manual means and disposal of dismantled material

with all lifts and up to a lead of 1000 metres, stacking

serviceable materials and unserviceable materials

separately.)

metre 57.48

2.8 Dismantling Kerb Stone (Dismantling kerb stone by

manual means and disposal of dismantled material

with all lifts and up to a lead of 1000 metre)

metre 12.06

2.9 Dismantling Kerb Stone channel (Dismantling kerb

stone channel by manual means and disposal of

dismantled material with all lifts and up to a lead of

1000 metre)

metre 18.10

2.10 Dismantling Kilometre Stone (Dismantling of

kilometre stone including cutting of earth, foundation

and disposal of dismantled material with all lifts and

lead upto 1000 m and back filling of pit.)

A 5th KM stone each 281.01

B Ordinary KM Stone each 164.14

C Hectometre Stone

each 32.83

2.11 Dismantling of Fencing (Dismantling of barbed wire

fencing/ wire mesh fencing including posts,

foundation concrete, back filling of pit by manual

means including disposal of dismantled material with

all lifts and up to a lead of 1000 metres, stacking

serviceable material and unserviceable material

separately. )

metre 35.70

77

2.12 Dismantling of CI Water Pipe Line (Dismantling of

CI water pipe line 600 mm dia including disposal

with all lifts and lead upto 1000 metres and stacking

of serviceable material and unserviceable material

separately under supervision of concerned

department)

metre 117.68

2.13 Removal of Cement Concrete Pipe of Sewer Gutter

(Removal of cement concrete pipe of sewer gutter

1500 mm dia under the supervision of concerned

department including disposal with all lifts and up to

a lead of 1000 metres and stacking of serviceable and

unserviceable material separately but excluding earth

excavation and dismantling of masonry works.)

metre 143.26

2.14 Removal of Telephone / Electric Poles and Lines

(Removal of telephone / Electric poles including

excavation and dismantling of foundation concrete

and lines under the supervision of concerned

department, disposal with all lifts and up to a lead of

1000 metres and stacking the serviceable and

unserviceable material separately)

each 126.69

3 EARTH WORK, EROSION CONTROL AND

DRAINAGE

3.1 Excavation in Hill Area in Soil by Mechanical Means

a) Excavation in soil in hilly area by mechanical means


disposing of excavated earth with all lifts and lead

upto 1000 metres.

cum 100.18

b) In case the land on the valley side is barren and there

is no objection for disposing of excavated earth on

the valley side, the provision of front end loader and

tipper shall be deleted as excavated earth shall be

disposed off on the valley side.

cum 54.67

3.2 Excavation in Hill Area in Soil by Manual Means

a) Excavation in soil in hilly area by manual means


disposing of excavated earth with all lifts and lead

upto 50 metres.

cum 152.31




tipper shall be deleted as excavated earth shall be


cum 102.20


Mechanical Means not Requiring Blasting.

cum

78

a) Excavation in hilly area in ordinary rock not

requiring blasting by mechanical means including

cutting and trimming of slopes and disposal of cut

material with all lift and lead upto 1000 metres.

cum 152.96




tipper shall be deleted as excavated earth can be


cum 93.25


Manual Means not Requiring Blasting.

a) Excavation in hilly area in ordinary rock not

requiring blasting by Manual means including cutting

and trimming of slopes and disposal of cut material

with all lift and lead upto 50 metres.

cum 268.98




tipper shall be deleted as excavated earth can be


cum 218.87

3.5 Excavation in Hilly Areas in Hard Rock Requiring

Blasting

a) Excavation in hilly areas in hard rock requiring

blasting, by mechanical means including trimming of

slopes and stacking of cut material with all lifts and

lead upto 50 metres.

cum 238.79

b) Excavation in hilly areas in hard rock requiring

blasting, by Manual means including trimming of

slopes and collection of 40% of cut material and

disposal of rest of the materials with all lifts and lead

upto 50 metres.

cum 243.34

3.6 Excavation in Hilly Areas in Hard Rock Blasting

Prohibited

a) Excavation in hilly areas in hard rock requiring

blasting, by Manual means including trimming of

slopes and stacking of 60% of cut material with all

lifts and lead upto 50 metres.

cum 207.25

3.7 Removal of Unserviceable Soil with Disposal upto

1000 metres (Removal of unserviceable soil

including excavation, loading and disposal upto 1000

metres lead but excluding replacement by suitable

soil which shall be paid separately as per clause 305.)

cum 46.35

79

3.8 Pre-splitting of Rock Excavation Slopes (Carrying

out excavation in hard rock to achieve a specified

slope of the rock face by controlled use of explosives

and blasting accessories in properly aligned and

spaced drill holes, collection of the excavated rock

by a 80 HP dozer, loading in tipper by a front end

loader and disposing of the material with all lifts and

lead upto 1000 m, all as specified in clause No. 303)

sqm 161.90

3.9 Excavation for Structures (Earth work in excavation

of foundation of structures as per drawing and

technical specification, including setting out,

construction of shoring and bracing, removal of

stumps and other deleterious matter, dressing of sides

and bottom, backfilling the excavation earth to the

extent required and utilizing the remaining earth

locally for road work.)

(i) Ordinary soil

A Manual Means (Depth upto 3 m) cum 196.74

B Mechanical Means (Depth upto 3 m) cum 32.08

(ii) Ordinary rock (not requiring blasting)

A Manual Means (Depth upto 3 m) cum 245.92

B Mechanical Means cum 42.28

(iii) Hard rock ( requiring blasting )

A Manual Means cum 453.66

(iv) Hard rock ( blasting prohibited )

A Mechanical Means cum 528.96

(v) Marshy soil

A Manual means ( upto 3 m depth) cum 390.67

B Mechanical Means

cum 129.17

3.10 Scarifying Existing Granular Surface to a Depth of

50 mm by Manual Means (Scarifying the existing

granular road surface to a depth of 50 mm and

disposal of scarified material within all lifts and leads

upto 1000 metres. )

sqm 19.17

3.11 Scarifying existing bituminous surface to a depth of

50 mm by mechanical means (Scarifying the existing

bituminous road surface to a depth of 50 mm and

disposal of scarified material with in all lifts and lead

upto 1000 metres.)

sqm 9.70

3.12 Embankment Construction with Material Obtained

from Borrow Pits (Construction of embankment with

approved material obtained from borrow pits with all

lifts and leads, transporting to site, spreading, grading

to required slope and compacting to meet

requirement of table 300-2)

cum 207.09

80

3.13 Construction of Embankment with Material

Deposited from Roadway Cutting (Construction of

embankment with approved materials deposited at

site from roadway cutting and excavation from drain

and foundation of other structures graded and

compacted to meet requirement of table 300-2)

cum 120.52

3.14 Construction of Subgrade and Earthen Shoulders

(Construction of subgrade and earthen shoulders with

approved material obtained from borrow pits with all

lifts & leads, transporting to site, spreading, grading

to required slope and compacted to meet requirement

of table No. 300-2)

cum 266.52

3.15 Compacting Original Ground

Case-I Compacting original ground supporting subgrade

(Loosening of the ground upto a level of500 mm

below the subgrade level, watered, graded and

compacted in layers to meet requirement of table

300-2 for subgrade construction.)

cum 67.50

Case-II :Compacting original ground supporting

embankment

cum 38.09

3.16 Stripping and Storing Top Soil (Stripping, storing of

top soil by road side at 15 m internal and re-

application on embankment slopes, cut slopes and

other areas in localities where the available

embankment material is not conducive to plant

growth)

cum 167.04

3.17 Stripping, storing and re-laying top soil from borrow

areas in agriculture fields. (Stripping of top soil from

borrow areas located in agriculture fields, storing at a

suitable place, spreading and re-laying after taking

the borrow earth to maintain fertility of the

agricultural field, finishing it to the required levels

and satisfaction of the farmer.)

cum 89.80

3.18 Turfing with Sods (Furnishing and laying of the live

sods of perennial turf forming grass on embankment

slope, verges or other locations shown on the

drawing or as directed by the engineer including

preparation of ground, fetching of rods and watering)

sqm 48.31

3.19 Seeding and Mulching (Preparation of seed bed on

previously laid top soil, furnishing and placing of

seeds, fertilizer, mulching material, applying

bituminous emulsion at the rate of0.23 litres per sqm

and laying and fixing jute netting, including watering

for 3 months all as per clause 308)

sqm 156.58

81

3.20 Surface Drains in Soil (Construction of unlined

surface drains of average cross sectional area 0.40

sqm in soil to specified lines, grades, levels and

dimensions to the requirement of clause 301 and 309.

Excavated material to be used in embankment within

a lead of50 metres (average lead 25 metres))

A Mechanical means metre 18.91

B Manual Means

metre 49.18

3.21 Surface Drains in Ordinary Rock (Construction of

unlined surface drain of average cross sectional area

0.4 sqm in ordinary rock to specified lines, grades,

levels and dimensions as per approved design and to

the requirement of clause 301 to 309. Excavated

material to be used in embankment at site.)

A Mechanical Means metre 33.99

B Manual Means metre 73.78

3.22 Surface Drains in Hard Rock (Rate per metre may be

worked out based on quantity of hard rock as per

design.)

metre

3.23 Sub Surface Drains with Perforated Pipe

(Construction of subsurface drain with perforated

pipe of 100 mm internal diameter of metal/ asbestos

cement/ cement concrete/PVC, closely jointed,

perforations ranging from 3 mm to 6 mm depending

upon size of material surrounding the pipe, with 150

mm bedding below the pipe and 300 mm cushion

above the pipe, cross section of excavation 450 x 550

mm. Excavated material to be utilised in roadway at

site )

metre 565.15

3.24 Aggregate Sub- Surface Drains (Construction of

aggregate sub surface drain 300 mm x 450 mm with

aggregates conforming to table 300-4, excavated

material to be utilised in roadway)

metre 98.14

3.25 Underground Drain at Edge of Pavement

(Construction of an underground drain 1 m x 1 m

(inside dimensions) lined with RCC-20 cm thick and

covered with RCC slab10 cm in thickness on urban

roads)

metre 15465.00

3.26 Preparation and Surface Treatment of formation.

(Preparation and surface treatment of formation by

removing mud and slurry, watering to the extent

needed to maintain the desired moisture content,

trimming to the required line, grade, profile and

rolling with 8-10 tonne smooth wheeled roller,

complete as per clause 310.)

sqm 2.54

82

3.27 Construction of Rock fill Embankment (Construction

of rock fill embankment with broken hard rock

fragments of size not exceeding 300 mm laid in

layers not exceeding 500 mm thick including filling

of surface voids with stone spalls, blinding top layer

with granular material, rolled with vibratory road

roller, all complete as per clause 313)

cum 84.19

4 SUB-BASES, BASES ( NON- BITUMINOUS)

AND SHOULDERS

4.1 Granular Sub-base with Close Graded Material

(Table:- 400-1)

A Plant Mix Method (Construction of granular sub-base

by providing close graded Material, mixing in a

mechanical mix plant at OMC, carriage of mixed

Material to work site, spreading in uniform layers

with motor grader on prepared surface and

compacting with vibratory power roller to achieve

the desired density, complete as per clause 401 )

(i) for grading- I Material cum 1578.73

(ii) for grading- II Material cum 1652.13

(iii) for grading-III Material

cum 1707.44

B By Mix in Place Method (Construction of granular

sub-base by providing close graded material,

spreading in uniform layers with motor grader on

prepared surface, mixing by mix in place method

with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density,

complete as per clause 401)



(iii) for grading-III Material

cum 1323.71

4.2 Granular Sub-Base with Coarse Graded Material (

Table:- 400- 2) (Construction of granular sub-base by

providing coarse graded material, spreading in

uniform layers with motor grader on prepared

surface, mixing by mix in place method with

rotavator at OMC, and compacting with vibratory

roller to achieve the desired density, complete as per

clause 401)



(iii) for grading-III Material cum 1267.42

83

4.3 Lime Stabilisation for Improving Subgrade (Laying

and spreading available soil in the subgrade on a

prepared surface, pulverising, mixing the spread soil

in place with rotavator with 3 % slaked lime having

minimum content of 70% of CaO, grading with

motor grader and compacting with the road roller at

OMC to the desired density to form a layer of

improved sub grade)

A By Mechanical Means cum 1250.65

B By Manual Means

cum 1250.42

4.4 Lime Treated Soil for Sub- Base (Providing, laying

and spreading soil on a prepared sub grade,

pulverising, mixing the spread soil in place with

rotavator with 3 % slaked lime with minimum

content of 70% of CaO, grading with motor grader

and compacting with the road roller at OMC to

achieve at least 98%of the max dry density to form a

layer of sub base.)

cum 1345.24

4.5 Cement Treated Soil Sub Base/ Base (Providing,

laying and spreading soil on a prepared sub grade,

pulverising, adding the designed quantity of cement

to the spread soil, mixing in place with rotavator,

grading with the motor grader and compacting with

the road roller at OMC to achieve the desired

unconfined compressive strength and to form a layer

of sub-base/base.)

cum 870.60

4.6 Cement Treated Crushed Rock or combination as per

clause 403.2 and table 400.4in Sub base/ Base

(Providing, laying and spreading Material on a

prepared sub grade, adding the designed quantity of

cement to the spread Material, mixing in place with

rotavator, grading with the motor grader and

compacting with the road roller at OMC to achieve

the desired unconfined compressive strength and to

form a layer of sub-base/base.)

(i) For Sub-Base course cum 2036.21

(ii) For Base course

cum 1793.45

4.7 Making 50 mm x 50 mm Furrows (Making 50 mm x

50 mm furrows, 25mm deep, 450 to the center line of

the road and at one metre interval in the existing thin

bituminous wearing coarse including sweeping and

disposal of excavated material within 1000 metres

lead)

sqm 2.73

4.8 Inverted Choke (Construction of inverted choke by

providing, laying, spreading and compacting

screening B type/ coarse sand of specified grade in

uniform layer on a prepared surface with motor

grader and compacting with power roller etc)

cum 667.57

84

4.9 Water Bound Macadam (Providing, laying, spreading

and compacting stone aggregates of specific sizes to

water bound macadam specification including

spreading in uniform thickness, hand packing, rolling

with vibratory roller 8-10 tonnes in stages to proper

grade and camber, applying and brooming requisite

type of screening/ binding Materials to fill up the

interstices of coarse aggregate, watering and

compacting to the required density.)

A By Manual Means

(i) Grading- I

(a) Using Screening Crushable type such as Moorum or

Gravel

cum 1238.12

(b) Using Screening Type-A (13.2mm Agg.)

cum 1529.05

(ii) Grading- II


Gravel

cum 1271.58


cum 1559.88

(c) Using Screening Type-B (11.2mm Agg.)

cum 1525.86

(iii) Grading- III


Gravel

cum 1404.92

(b) Using Screening Type-B (11.2mm Agg.)

cum 1659.20

B By Mechanical Means:

(i) Grading- I


Gravel

cum 1135.59


cum 1426.52

(ii) Grading- II


Gravel

cum 1169.00


cum 1439.63

(c) Using Screening Type-B (11.2mm Agg.)

cum 1423.33

(iii) Grading- III


Gravel

cum 1302.39

(b) Using Screening Type-B (11.2mm Agg.) cum 1556.67

85

4.10 Crushed Cement Concrete Sub-base / Base (Breaking

and crushing of material obtained by breaking

damaged cement concrete slabs to size range not

exceeding 75 mm as specified in table 400.7

transporting the aggregates obtained from breaking

of cement concrete slabs at a lead of L km., laying

and compacting the same as sub base/ base course,

constructed as WBM to clause 404 except the use of

screening or binding Material.)

cum 473.82

4.11 Penetration Coat Over Top Layer of Crushed Cement

Concrete Base (Spraying of bitumen over cleaned

dry surface of crushed cement concrete base at the

rate of 25 kg per 10 sqm by a bitumen pressure

distributor, spreading of key aggregates at the rate of

0.13 cum per 10 sqm by a mechanical gritter and

rolling the surface as per clause 506.3.8)

sqm 24.81

4.12 Wet Mix Macadam (Providing, laying, spreading

and compacting graded stone aggregate to wet mix

macadam specification including premixing the

Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in

uniform layers with paver in sub- base / base course

on well prepared surface and compacting with

vibratory roller to achieve the desired density.)

cum 1692.88

4.13 Construction of Median and Island with Soil Taken

from Roadway Cutting (Construction of Median and

Island above road level with approved material

deposited at site from roadway cutting and

excavation for drain and foundation of other

structures, spread, graded and compacted as per

clause 407)

cum 216.09

4.14 Construction of Median and Island with Soil Taken

from Borrow Areas (Construction of median and

Island above road level with approved material

brought from borrow pits, spread, sloped and

compacted as per clause 407)

cum 300.73

4.15 Construction of Shoulders

A Earthen Shoulders: The rate as applicable for sub-

grade construction may be adopted.

Refer 3.14

B Hard shoulders: Rate as applicable for sub-base and

or base may be adopted as per approved design

C Paved shoulders: The rate may be adopted as

applicable for different layers of pavement depending

upon approved design of paved shoulders.

86

4.16 Footpaths and Separators (Construction of

footpath/separator by providing a 150 mm compacted

granular sub base as per clause 401 and 25 mm thick

cement concrete grade M15, over laid with precast

concrete tiles in cement mortar 1:3 including

provision of all drainage arrangements but excluding

kerb channel..)

sqm 1501.65

4.17 Crusher Run Macadam Base (Providing crushed

stone aggregate, depositing on a prepared surface by

hauling vehicles, spreading and mixing with a motor

grader, watering and compacting with a vibratory

roller to clause 410 to form a layer of sub-base/Base)

A By Mix in Place Method

(i) For 53 mm maximum size cum 1177.30

(ii) For 45 mm maximum size cum 1245.99

B By Mixing Plant :

(i) For 53 mm maximum size cum 1521.66

(ii) For 45 mm maximum size

cum 1609.83

4.18 Stone Edging Providing & laying 15 cm (6") wide

and 23 cm (9") deep hammer dressed stone edging

with clean hard selected stones including packing of

sides to proper line, level and as per directions of the

Engineer-in-Charge, complete.

rm 43.27

4.19 Stone Soiling for road works Providing & laying

hand packed stone soling of specified thickness with

clean hard selected stones including hammer dressing

of stone for laying as per required level and camber

including packing with broken stones obtained from

hammer dressing to fill the voids to give uniform

surface as directed by the Engineer-in-Charge all

complete but excluding carriage and consolidation

using:

A Manual means cum 560.28

4.20

B Mechanical means

Filling for road works Filling by supplying filling

materials from outside in road works, in layers not

exceeding 20cm in depth excluding carriage of

materials and including consolidation of each layer

by ramming, watering etc all complete by

manual/mechanical means.

Cum

Cum

464.56

146.72

87

5 BASES AND SURFACE COURSES

(BITUMINOUS)

5.1 Prime coat (Providing and applying primer coat with

bitumen emulsion on prepared surface of granular

Base including clearing of road surface and spraying

primer at the rate shown in 500-1 using mechanical

means.)

i) Low Porosity sqm 38.90

ii) Medium Porosity sqm 69.52

iii) High Porosity

sqm 87.90

5.2 Tack coat (Providing and applying tack coat with

bitumen emulsion using emulsion pressure

distributor at required rate on the prepared

bituminous/granular surface cleaned with mechanical

broom.)

i) Normal Bituminous Surface sqm 16.94

ii) Dry and Hungry Bituminous Surface sqm 20.01

iii) Granular Surface Treated with Primer sqm 23.07

iv) Granular Surface Not Treated with Primer sqm 29.19

v) Cement Concrete Base

sqm 26.13

5.3 Bituminous Macadam (Providing and laying

bituminous macadam with 100-120 TPH hot mix

plant producing an average output of 75 tonnes per

hour using crushed aggregates of specified grading

premixed with bituminous binder, transported to site,

laid over a previously prepared surface with paver

finisher to the required grade, level and alignment

and rolled as per clauses 501.6 and 501.7 to achieve

the desired compaction)

(i) for Grading-I ( 40 mm nominal size ) cum 7638.33

(ii) for Grading-II (19 mm nominal size)

cum 7740.10

5.4 Bituminous Penetration Macadam (Construction of

penetration macadam over prepared Base by

providing a layer of compacted crushed coarse

aggregate using chips spreader with alternate

applications of bituminous binder and key aggregates

and rolling with a smooth wheeled steel roller 8-10

tonne capacity to achieve the desired degree of

compaction)

A 50 mm thick sqm 384.60

B 75 mm thick sqm 510.06

88

5.5 Built-Up-Spray Grout (Providing, laying and rolling

of built-up-spray grout layer over prepared base

consisting of a two layer composite construction of

compacted crushed coarse aggregates using motor

grader for aggregates. key stone chips spreader may

be used with application of bituminous binder after

each layer, and with key aggregates placed on top of

the second layer to serve as a Base conforming to the

line, grades and cross-section specified, the

compacted layer thickness being 75 mm)

sqm 291.70

5.6 Dense Graded Bituminous Macadam (Providing and

laying dense bituminous macadam with 100-120

TPH batch type HMP producing an average output of

75 tonnes per hour using crushed aggregates of

specified grading, premixed with bituminous binder

@ 4.0 to 4.5% by weight of total mix of mix and

filler, transporting the hot mix to work site, laying

with a hydrostatic paver finisher with sensor control

to the required grade, level and alignment, rolling

with smooth wheeled, vibratory and tandem rollers to

achieve the desired compaction as per MoRTH

specification clause No. 507 complete in all

respects.)

(i) (i) for Grading I ( 40 mm nominal size ) cum 10086.23

(ii) (ii) for GradingII(19 mm nominal size)

cum 10112.66

5.7 5.7 Semi - Dense Bituminous Concrete (Providing and

laying semi dense bituminous concrete with 100-120

TPH batch type HMP producing an average output of

75 tonnes per hour using crushed aggregates of

specified grading, premixed with bituminous binder

@ 4.5 to 5 % of mix and filler, transporting the hot

mix to work site, laying with a hydrostatic paver

finisher with sensor control to the required grade,

level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired

compaction as per MoRTH specification clause No.

508 complete in all respects)

A Using Bitumen 60/70 grade

(i) for Grading I ( 13 mm nominal size ) cum 10570.30

(ii) for GradingII(10 mm nominal size) cum 11313.88

B Using Modified Bitumen

(i) for Grading I ( 13 mm nominal size ) cum 10837.48

(ii) for GradingII(10 mm nominal size)

cum 11610.75

89

5.8 Bituminous Concrete (Providing and laying

bituminous concrete with 100-120 TPH batch type

hot mix plant producing an average output of 75

tonnes per hour using crushed aggregates of specified

grading, premixed with bituminous binder @ 5.4 to

5.6 % of mix and filler, transporting the hot mix to

work site, laying with a hydrostatic paver finisher

with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory

and tandem rollers to achieve the desired compaction

as per MORTH specification clause No. 509

complete in all respects)

Case-I Using Bitumen 60/70 grade


(ii) for Grading-II(10 mm nominal size) cum 11478.12

Case-II Using Modified Bitumen


(ii) for Grading-II(10 mm nominal size)

cum 11781.21

5.9 Surface Dressing (Providing and laying surface

dressing as wearing course in single coat using

crushed stone aggregates of specified size on a layer

of bituminous binder laid on prepared surface and

rolling with 8-10 tonne smooth wheeled steel roller)

Case-I 19 mm nominal chipping size sqm 95.00

Case-II 13 mm nominal size chipping

sqm 80.15

5.10 Open - Graded Premix Surfacing (Providing, laying

and rolling of open - graded premix surfacing of 20

mm thickness composed of 13.2 mm to 5.6 mm

aggregates either using penetration grade bitumen or

cut-back or emulsion to required line, grade and level

to serve as wearing course on a previously prepared

base, including mixing in a suitable plant, laying and

rolling with a smooth wheeled roller 8-10 tonne

capacity, finished to required level and grades.)

Case-I Mechanical method using Penetration grade Bitumen

and HMP of appropriate capacity not less than 75

tonnes/hour.

sqm 152.53

Case-II Open-Graded Premix Surfacing using cationic

Bitumen Emulsion

sqm 163.04

Case-

III

Mechanical method using Modified Bitumen and

HMP of appropriate capacity not less than 75

tonnes/hour.

sqm 156.29

90

5.11 Close Graded Premix Surfacing/Mixed Seal

Surfacing (Mechanical means using HMP of

appropriate capacity not less than 75 tonnes/hour.

Providing, laying and rolling of close-graded premix

surfacing material of 20 mm thickness composed of

11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09

mm (Type-b) aggregates using penetration grade

bitumen to the required line, grade and level to serve

as wearing course on a previously prepared base,

including mixing in a suitable plant, laying and

rolling with a Smooth wheeled roller 8-10 tonne

capacity, and finishing to required level and grade)

sqm 201.46

A Using 60/70 Grade Bitumen sqm 201.46

B Using modified bitumen

sqm 207.11

5.12 Seal Coat (Providing and laying seal coat sealing the

voids in a bituminous surface laid to the specified

levels, grade and cross fall using Type A and B seal

coats)

A Using Bitumen 60/70 grade

(i) Case - I : Type A

sqm 76.96

(ii) Case - II : Type B (Providing and laying of premix

sand seal coat with HMP of appropriate capacity not

less than 75 tonnes/ hours using crushed stone

chipping 6.7 mm size and penetration bitumen of

suitable grade.)

sqm 59.58

B Using Modified Bitumen


sqm 79.48

(ii) Case - II : Type B (Providing and laying of premix

sand seal coat with HMP of appropriate capacity not

less than 75 tonnes/ hours using crushed stone

chipping 6.7 mm size and penetration bitumen of

suitable grade.)

sqm 61.33

5.13 Supply of Stone Aggregates for Pavement Courses

(Supply of stone aggregates from approved sources

confirming to the physical requirement, specified in

the respective specified clauses, including royalties,

fees rents, collection, transportation, stacking and

testing and measured in cum as per clause 514.5

Competitive market rates to be ascertained.

Alternatively, rates for stone crushing given in

chapter 1may be adopted, if found economical. In

case for supply of aggregates at site are not available,

nearest crusher site may be ascertained. Loading and

un-loading charges and cost of carriage may be

added to these rates to arrive at the cost at site.)

Refer AoR if necessary

91

5.14 Mastic Asphalt (Providing and laying 25 mm thick

mastic asphalt wearing course with paving grade

bitumen meeting the requirements given in table 500-

29, prepared by using mastic cooker and laid to

required level and slope after cleaning the surface,

including providing antiskid surface with bitumen

precoated fine-grained hard stone chipping of 13.2

mm nominal size at the rate of 0.005cum per 10 sqm

and at an approximate spacing of 10 cm center to

center in both directions, pressed into surface when

the temperature of surfaces not less than 1000C,

protruding 1 mm to 4 mm over mastic surface, all


sqm 752.96

5.15 Slurry Seal Providing and laying slurry seal

consisting of a mixture of fine aggregates, portland

cement filler, bituminous emulsion and water on a

road surface including cleaning of surface, mixing of

slurry seal in a suitable mobile plant, laying and

compacting to provide even riding surface)

(i) 5 mm thickness sqm 90.25

(ii) 3 mm thickness sqm 59.20

(iii) 1.5 mm thickness

sqm 36.12

5.16 Recycling of Bituminous Pavement with Central

Recycling Plant (Recycling pavement by cold milling

of exiting bituminous layers, planning the surface

after cold milling, reclaiming excavated material to

the extent of 30 % of the required quantity, hauling

and stock piling the reclaimed material near the

central recycling plant after carrying out necessary

checks and evaluation, adding fresh material

including rejuvenators as required, mixing in a hot

mix plant, transporting and laying at site and

compacting to the required grade, level and

thickness, all as specified in clause 517.)

cum 7783.94

5.17 Fog Spray sqm 47.34

Addition to the rate in case it is decided by the

engineer to blind the fog spray.

sqm 6.15

5.18 Bituminous Cold Mix ( Including Gravel Emulsion)

(Providing, laying and rolling of bituminous cold mix

on prepared base consisting of a mixture of unheated

mineral aggregate and emulsified or cutback

bitumen, including mixing in a plant of suitable type

and capacity, transporting, laying, compacting and

finishing to specified grades and levels.)

(i) Using bitumen emulsion and 9.5 mm or 13.2 mm

nominal size aggregate

cum 14228.54

(ii) Using bitumen emulsion and 19 mm or 26.5 mm


cum 14070.66

92

(iii) Using cutback bitumen and 9.5 mm or 13.2 mm


cum 11317.52

(iv) Using cutback bitumen and 19 mm or 26.5 mm


cum 11164.91

5.19 Sand Asphalt Base Course (Providing, laying and

rolling sand-asphalt base course composed of sand,

mineral filler and bituminous binder on a prepared

sub-grade or sub-base to the lines, levels, grades and

cross sections as per the drawings including mixing

in a plant of suitable type and capacity, transporting,

laying, compacting and finishing.)

cum 9354.16

5.20 Crack Prevention Courses

(i) Stress Absorbing Membrane (SAM) crack width less

than 6 mm (Providing and laying of a stress

absorbing membrane over a cracked road surface,

with crack width below 6 mm after cleaning with a

mechanical broom, using modified binder complying

with clause 521, sprayed at the rate of 9 kg per 10

sqm and spreading 5.6 mm crushed stone aggregates

@ 0.11 cum per 10 sqm with hydraulic chip spreader,

sweeping the surface for uniform spread of

aggregates and surface finished to conform to clause

902.)

sqm 75.33

(ii) Stress Absorbing Membrane (SAM) with crack width

6 mm to 9 mm (Providing and laying of a stress

absorbing membrane over a cracked road surface,

with crack width 6 to 9 mm after cleaning with a

mechanical broom, using modified binder complying

with clause 521, sprayed at the rate of 11 kg per 10

sqm and spreading 11.2 mm crushed stone

aggregates @ 0.12 cum per 10 sqm, sweeping the

surface for uniform spread of aggregates and surface

finished to conform to clause 902.)

sqm 86.47

(iii) Stress Absorbing Membrane (SAM) crack width

above 9 mm and cracked area above 50 % (Providing

and laying a single coat of a stress absorbing

membrane over a cracked road surface, with crack

width above 9 mm and cracked area above 50 % after

cleaning with a mechanical broom, using modified

binder complying with clause 521, sprayed at the rate

of 15 kg per 10 sqm and spreading 11.2 mm crushed

stone aggregates @ 0.12 cum per 10 sqm, sweeping

the surface for uniform spread of aggregates and

surface finished to conform to clause 902.)

sqm 114.61

93

(iv) Case - IV : Bitumen Impregnated Geotextile

(Providing and laying a bitumen impregnated

geotextile layer after cleaning the road surface,

geotextile conforming to requirements of clause

704.3, laid over a tack coat with 1.05 kg per sqm of

paving grade bitumen 80 - 100 penetration and

constructed to the requirement of clause 704.4.5)

sqm 386.73

5.21 Recipe Cold Mix (Providing and laying of premix of

crushed stone aggregates and emulsion binder, mixed

in a batch type cold mixing plant, laid over prepared

surface, by paver finisher, rolled with a pneumatic

tyred roller initially and finished with a smooth steel

wheel roller, all as per clause 519.3)

(i) 75 mm thickness cum 8125.04

(ii) 40 mm thickness cum 11961.75

(iii) 25 mm thickness

cum 14086.53

6 CEMENT CONCRETE PAVEMENTS

6.1 Dry Lean Cement Concrete Sub- base (Construction

of dry lean cement concrete Sub- base over a

prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate

not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be

as per table 600-1, cement content not to be less than

150 kg/ cum, optimum moisture content to be

determined during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days, mixed

in a batching plant, transported to site, laid with a

paver with electronic sensor, compacting with 8-10

tonnes vibratory roller, finishing and curing.)

cum 2889.96

6.2 Cement Concrete Pavement (Construction of un-

reinforced, dowel jointed, plain cement concrete

pavement over a prepared sub base with 43 grade

cement @ 400 kg per cum, coarse and fine aggregate

conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching

and mixing plant as per approved mix design,

transported to site, laid with a fixed form or slip form

paver, spread, compacted and finished in a

continuous operation including provision of

contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie

rod, admixtures as approved, curing compound,

finishing to lines and grades as per drawing )

cum 7150.50

94

6.3 Rolled Cement Concrete Base (Construction of rolled

cement concrete base course with coarse and fine

aggregate conforming to IS:383, the size of coarse

aggregate not exceeding 25 mm with minimum,

aggregate cement ratio15:1 and minimum cement

content of 200 kg/cum, aggregate gradation to be as

per table 600-4 after blending, mixing in batching

plant at optimum moisture content, transporting to

site, laying with a paver with electronic sensor,

compacting with 8-10 tonnes smooth wheeled

vibratory roller to achieve, the designed flexural

strength, finishing and curing.)

cum 3317.76

GEOSYNTHETICS AND REINFORCED

EARTH

7.1 Sub-surface Drain with Geo-textiles (Construction of

sub surface drain 200 mm dia using geo-textiles

treated with carbon black with physical properties as

given in clause 702.2.3 formed in to a stable network

and a planar geo-composite structure, joints wrapped

with geo-textile to prevent ingress of soil, all as per

clause 702 and approved drawings including

excavation and backfilling)

metre 1503.94

7.2 Narrow Filter Sub-surface Drain (Construction of a

narrow filter subsurface drain consisting of porous

or perforated pipe laid in narrow trench surrounded

by a geotextile filter fabric, with a minimum of 450

mm overlap of fabric and installed as per clause

702.3 and 309.3.5 including excavation and

backfilling)

metre 1009.96

7.3 7.3 Laying Paving Fabric Beneath a Pavement Overlay

(Providing and laying paving fabric with physical

requirements as per table 704-2 over a tack coat of

paving grade Bitumen 80-100 penetration, laid at the

rate of 1 kg per sqm over thoroughly cleaned and

repaired surface to provide a water resistant

membrane and crack retarding layer. Paving fabric to

be free of wrinkling and folding and to be laid before

cooling of tack coat, brooming and rolling of surface

with pneumatic roller to maximise paving fabric

contact with pavement surface)

sqm 156.29

95

7.4 7.4 Laying Boulder Apron in Crates of Synthetic

Geogrids (Providing, preparing and laying of geogrid

crated apron 1 m x 5 m, 600 mm thick including

excavation and backfilling with baffles at 1 metre

interval, made with geogrids having characteristics as

per clause 704.2, joining sides with connectors/ring

staples, top corners to be tie tensioned, placing of

suitable cross interval ties in layers of 300 mm

connecting opposite side with lateral braces and tied

with polymer braids to avoid bulging, constructed as

per clause 704.3. filled with stone with minimum size

of 200 mm and specific gravity not less than 2.65,

packed with stone spalls, keyed to the foundation

recess in case of sloping ground and laid over a layer

of geotextile to prevent migration of fines, all as per

clause 704 and laid as per clause 2503.3 and

approved design.)

cum 4868.70

7.5 Reinforced Earth Retaining Wall (Reinforced earth

retaining walls have four main components as under:

a) Excavation for foundation, foundation concrete

and cement concrete grooved seating in the

foundation for facing elements (facia material). b)

Facia material and its placement. c) Assembling,

joining with facing elements and laying of the

reinforcing elements. d) Earth fill with granular

material which is to be retained by the wall.)

(i) Facing elements of RCC

sqm 4983.08

(ii) Assembling, joining and laying of reinforcing

elements.

A With reinforcing element of steel / Aluminum strips

/ polymeric strips.

Type 1 1.Galvanised carbon steel strips metre 43.59

Type 2 2.Copper Strips metre 49.97

Type 3 3.Aluminium Strips metre 37.21

Type 4 4.Stainless steel strips metre 43.59

Type 5 5.Glass reinforced polymer/fibre reinforced

polymer/polymeric strips

metre 37.21

B With reinforcing elements of synthetic geogrids

sqm 263.16

96

8 TRAFFIC SIGNS, MARKINGS & OTHER

ROAD APPURTENANCES

8.1 Cast in Situ Cement Concrete M20 kerb

(Construction of cement concrete kerb with top and

bottom width 115 and 165 mm respectively, 250 mm

high in M 20 grade PCC on M-10 grade foundation

150 mm thick, foundation having 50 mm projection

beyond kerb stone, kerb stone laid with kerb laying

machine, foundation concrete laid manually, all


A Using Concrete Mixer metre 263.14

B Using Concrete Batching and Mixing Plant

metre 266.22

8.2 Cast in Situ Cement Concrete M 20 Kerb with

Channel (Construction of cement concrete kerb with

channel with top and bottom width 115 and 165 mm

respectively, 250 mm high in M 20 grade PCC on

M10 grade foundation 150 mm thick, kerb channel

300 mm wide, 50 mm thick in PCC M20 grade,

sloped towards the kerb, kerb stone with channel laid

with kerb laying machine, foundation concrete laid

manually, all complete as per clause 408)

A Using Concrete Mixer metre 482.45

B Using Concrete Batching and Mixing Plant

metre 492.20

8.3 Printing new letter and figures of any shade (Printing

new letter and figures of any shade with synthetic

enamel paint black or any other approved colour to

give an even shade)

(i) Hindi ( Matras commas and the like not to be

measured and paid for Half letter shall be counted as

half )

cm height

per letter

0.68

(ii) English and Roman

cm height

per letter

0.42

8.4 Retro- reflectorised Traffic signs (Providing and

fixing of retro- reflectorised cautionary, mandatory

and informatory sign as per IRC :67 made of

encapsulated lens type reflective sheeting vide clause

801.3, fixed over aluminium sheeting, 1.5 mm thick

supported on a mild steel angle iron post 75 mm x 75

mm x 6 mm firmly fixed to the ground by means of

properly designed foundation with M15 grade

cement concrete 45 cm x 45 cm x 60 cm, 60 cm

below ground level as per approved drawing)

(i) 90 cm equilateral triangle each 5798.07

(ii) 60 cm equilateral triangle each 3547.67

(iii) 60 cm circular each 5020.87

(iv) 80 mm x 60 mm rectangular each 7306.07

97

(v) 60 cm x 45 cm rectangular each 4870.07

(vi) 60 cm x 60 cm square each 5914.07

(vii) 90 cm high octagon

each 9533.27

8.5 Direction and Place Identification signs upto 0.9 sqm

size board. (Providing and erecting direction and

place identification retro-reflectorised sign asper

IRC:67 made of encapsulated lens type reflective

sheeting vide clause 801.3, fixed over aluminium

sheeting, 2 mm thick with area not exceeding 0.9

sqm supported on a mild steel single angle iron post

75 x 75 x 6 mm firmly fixed to the ground by means

of properly designed foundation with M15 grade

cement concrete 45 x 45 x 60 cm, 60 cm below

ground level as per approved drawing)

sqm 13522.87

8.6 Direction and Place Identification signs with size

more than 0.9 sqm size board. (Providing and

erecting direction and place identification retro-

reflectorised sign asper IRC :67 made of

encapsulated lens type reflective sheeting vide clause

801.3, fixed over aluminium sheeting, 2 mm thick

with area exceeding 0.9 sqm supported on a mild

steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos.

firmly fixed to the ground by means of properly

designed foundation with M 15 grade cement

concrete45 cm x 45 cm x 60 cm, 60 cm below

ground level as per approved drawing)

sqm 23128.61

8.7 Overhead Signs (Providing and erecting overhead

signs with a corrosion resistant aluminium alloy

sheet reflectorised with high intensity retro-reflective

sheeting of encapsulated lense type with vertical and

lateral clearance given in clause 802.2 and 802.3 and

installed as per clause 802.7 over a designed support

system of aluminium alloy or galvanised steel trestles

and trusses of sections and type as per structural

design requirements and approved plans)

A Truss and Vertical Support tonne 82561.41

B Aluminium alloy plate for over head sign

tonne 2745.33

8.8 Painting Two Coats on New Concrete Surfaces

(Painting two coats after filling the surface with

synthetic enamel paint in all shades on new plastered

concrete surfaces)

sqm 134.60

8.9 Painting on Steel Surfaces (Providing and applying

two coats of ready mix paint of approved brand on

steel surface after through cleaning of surface to give

an even shade)

sqm 56.07

98

8.10 Painting on Wood Surfaces (Providing and applying

two coats of ready mix paint of approved brand on

wood surface after through cleaning of surface to

give an even shade)

sqm 63.29

8.11 Painting Lines, Dashes, Arrows etc on Roads in Two

Coats on New Work (Painting lines, dashes, arrows

etc on roads in two coats on new work with ready

mixed road marking paint conforming to IS:164 on

bituminous surface, including cleaning the surface of

all dirt, dust and other foreign matter, demarcation at

site and traffic control)

(i) Over 10 cm in width sqm 159.65

(ii) Up to 10 cm in width

sqm 147.93

8.12 Painting Lines, Dashes, Arrows etc on Roads in Two

Coats on Old Work (Painting lines, dashes, arrows

etc on roads in two coats on old work with ready

mixed road marking paint confirming to IS: 164 on

bituminous surface, including cleaning the surface of

all dirt, dust and other foreign matter, demarcation at

site and traffic control

(i) Over 10 cm in width sqm 103.30

(ii) Up to 10 cm in width

sqm 107.56

8.13 Road Marking with Hot Applied Thermoplastic

Compound with Reflectorising Glass Beads on

Bituminous Surface (Providing and laying of hot

applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250 gms per

sqm area, thickness of 2.5 mm is exclusive of surface

applied glass beads as per IRC:35 .The finished

surface to be level, uniform and free from streaks and

holes.)

sqm 1053.74

8.14 Kilo Metre Stone (Reinforced cement concrete

M15grade kilometre stone of standard design as per

IRC:8-1980, fixing in position including painting and

printing etc)

(i) 5th kilometre stone (precast) each 3184.25

(ii) Ordinary Kilometer stone (Precast) each 1917.99

(iii) Hectometer stone (Precast)

each 546.56

8.15 Road Delineators (Supplying and installation of

delineators (road way indicators, hazard markers,

object markers), 80-100 cm high above ground level,

painted black and white in 15 cm wide stripes, fitted

with 80 x 100 mm rectangular or 75 mm dia circular

reflectorised panels at the top, buried or pressed into

the ground and confirming toIRC-79 and the

drawings.)

each 2815.40

99

8.16 Boundary pillar (Reinforced cement concrete M15

grade boundary pillars of standard design as per

IRC:25-1967, fixed in position including finishing

and lettering but excluding painting)

each 432.94

8.17 G.I Barbed wire Fencing 1.2 metre high (Providing

and fixing 1.2 metres high GI barbed wire fencing

with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm

placed every 3 metres center to center founded in

M15 grade cement concrete, 0.6 metre below ground

level, every 15th post, last but one end post and

corner post shall be strutted on both sides and end

post on one side only and provided with 9 horizontal

lines and 2 diagonals interwoven with horizontal

wires, fixed with GI staples, turn buckles etc

complete as per clause 807 )

metre 272.36

8.18 G.I Barbed wire Fencing 1.8 metre high (Providing

and fixing 1.8 metres high GI barbed wire fencing

with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm

placed every 3 metres center to center founded in

M15 grade cement concrete, 0.6 metre below ground

level, every 15th post, last but one end post and

corner post shall be strutted on both sides and end

post on one side only and provided with 12

horizontal lines and 2 diagonals interwoven with

horizontal wires, fixed with GI staples, turn buckles

etc complete as per clause 807 )

metre 442.43

8.19 Fencing with welded steel wire Fabric 75 mm x 50

mm (Suggestive) (Providing 1.20 metre high fencing

with angle iron posts 50 mm x 50 mm x 6 mm at 3

metre center to center with 0.40 metre embedded in

M15 grade cement concrete, corner, end and every

10th post to be strutted, provided with welded steel

wire fabric of 75 mm x 50 mm mesh or 75 mm x 25

mm mesh and fixed to iron posts by flat iron 50 x 5

mm and bolts etc. complete in all respects.)

metre 618.20

8.20 Tubular Steel Railing on Medium Weight steel

channel ( ISMC series) 100 mm x 50 mm (Providing,

fixing and erecting 50 mm dia steel pipe railing in 3

rows duly painted on medium weight steel channels

(ISMC series) 100 mm x 50 mm, 1.2 metres high

above ground, 2 m centre to centre, complete as per

approved drawings)

metre 1564.37

8.21 Tubular Steel Railing on Precast RCC posts, 1.2 m

high above ground level (Providing, fencing and

erecting 50 mm dia painted steel pipe railing in 3

rows on precast M20 grade RCC vertical posts1.8

metres high (1.2 m above GL) with 3 holes 50 mm

dia for pipe, fixed 2 metres centre to, complete as per

approved drawing)

metre 2097.40

100

8.22 Reinforced Cement Concrete Crash Barrier

(Provision of an Reinforced cement concrete crash

barrier at the edges of the road, approaches to bridge

structures and medians, constructed with M-20 grade

concrete with HYSD reinforcement conforming to

IRC:21 and dowel bars 25 mm dia, 450 mm long at

expansion joints filled with pre-moulded asphalt

filler board, keyed to the structure on which it is built

and installed as per design given in the enclosure to

MOST circular No. RW/NH - 33022/1/94-DO III

dated 24 June 1994 as per dimensions in the

approved drawing and at locations directed by the

Engineer, all as specified)

(i) M 20 grade concrete

metre 12428.58

8.23 Metal Beam Crash Barrier

A Type - A, "W" : Metal Beam Crash Barrier

(Providing and erecting a "W" metal beam crash

barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 70 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x 75

x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1

m below ground/road level, all steel parts and

fitments to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm, 330 mm

long complete as per clause 810)

metre 3615.90

B Type - B, "THRIE" : Metal Beam Crash Barrier

(Providing and erecting a "Thrie" metal beam crash

barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 85 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x 75

x 5 mm spaced 2 m centre to centre, 2 m high with

1.15 m below ground level, all steel parts and

fitments to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a space

of channel section 150 x 75 x 5 mm, 546 mm long


metre 4783.20

8.24 Road Traffic Signals electrically operated (Since it is

a ready made item commercially produced and

erected by specialised firm in the electrical and

electronic field, rate may be taken based on market

enquiry from firms specialised in this field and ISI

certified for the approved design and drawing.)


101

8.25 Flexible Crash Barrier, Wire Rope Safety Barrier

(Providing and erecting a wire rope safety barrier

with vertical posts of medium weight RS Joist (ISMB

series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long

0.85 m above ground and 0.65 m below ground level,

split at the bottom for better grip, embedded in M 15

grade cement concrete 450 x 450 x 450 mm, 1.50 m

center to center and with 4 horizontal steel wire rope

40 mm dia and anchored at terminal posts 15 m

apart. Terminal post to be embedded in M 15

gradecementconcretefoundation2400 x 450 x 900

mm (depth), strengthened by a strut of RS joist 100 x

75 mm, 2 m long at 450 inclination and a tie 100 x 8

mm, 1.50 m long at the bottom, all embedded in

foundation concrete as per approved design and

drawing, rate excluding excavation and cement

concrete.)

metre 2094.55

8.26 Anti - Glare Devices in Median

A Anti - Glare Screen with 25 mm steel pipe

framework fixed with circular and rectangular vans

(Providing and erecting an anti - glare screen with 25

mm dia vertical pipes fabricated and framed in the

form of panels of one metre length and 1.75 mtr

height fixed with circular vane 250 mm dia at top and

rectangular vane 600 x 300 mm at the middle, made

out of steel sheet of 3 mm thickness, end vertical

pipes of the panel made larger for embedding in

foundation concrete, applying 2 coats of paint on all

exposed surfaces, all as per approved design and

drawings.)

metre 1914.99

B Anti - Glare Screen with Rectangular Vane of MS

sheet (Providing and erecting anti - glare screen with

rectangular vanes of size 750 x 500 mm made from

MS sheet, 3 mm thick and fixed on MS angle 50 x 50

x 6 mm at an angle of 450 to the direction of flow of

traffic, 1.5 m center to center, top edge of the screen

1.75 m above ground level, vertical post firmly

embedded in cement concrete foundation 0.60 m

below ground level, applying 2 coats of paint on

exposed faces, all complete as per approved design

and drawings)

metre 825.68

8.27 Street Lighting (Providing and erecting street light

mounted on a steel circular hollow pole of standard

specifications for street lighting, 9 m high spaced 40

m apart, 1.8 m overhang on both sides if fixed in the

median and on one side if fixed on the footpath,

fitted with sodium vapour lamp and fixed firmly in

concrete foundation.)

(i) For Fixing in Median each 56795.54

(ii) For fixing in Footpath

each 56735.06

102

8.28 Lighting on Bridges (Providing and fixing lighting

on bridges, mounted on steel hollow circular poles of

standard specifications, 5 m high fixed on parapets

with cement concrete, 20 m apart and fitted with

sodium vapour lamp)

each 40504.29

8.29 Cable Duct Across the Road (Providing and laying of

a reinforced cement concrete pipe duct, 300 mm dia,

across the road (new construction), extending from

drain to drain in cuts and toe of slope to toe of slope

in fills, constructing head walls at both ends,

providing a minimum fill of granular material over

top and sides of RCC pipe as per IRC:98-1997,

bedded on a 0.3 m thick layer of granular material

free of rock pieces, outer to outer distance of pipe at

least half dia of pipe subject to minimum 450 mm in

case of double and triple row ducts, joints to be made

leak proof, invert level of duct to be above higher

than ground level to prevent entry of water and dirt,

all as per IRC: 98 - 1997 and approved drawings.)

(i) Single Row for one utility service metre 1643.15

(ii) Double Row for two utility services metre 3083.55

(iii) Triple Row for three utility services

metre 4536.74

8.30 Highway Patrolling and Traffic Aid Post (It is

proposed to locate one Traffic Aid Post every 50-60

km of the highway. )

8.31 Items related to under pass/ subway/ overhead

bridge/ overhead foot bridge (The items involved for

underpass/ subway/ overhead bridge/ overhead foot

bridge are earthwork, plain cement concrete,

plastering, painting, information sign etc.

The rates for these items are available in respective

chapters which can be adopted for the quantities

derived from the approved designs and drawings)


8.32 Traffic Control System and Communication system

(Providing a traffic control centre and

communication system including telecommunication

facilities and related accessories, CCTV, radar,

vehicle detection camera, central computer system

These are specialised item of telecommunication

system and are the commercial products. The

designer is required to contact the manufacturers to

ascertain market prices. In case of civil works

required to be executed for these installations, pricing

may be done as per rates in relevant chapters for

quantities derived approved design and drawing.)


103

8.33 Gantry Mounted Variable Message Sign board

(Providing and erecting gantry mounted variable

message sign board electronically operated capable

of flashing the desired message over a designed

support system of aluminium alloy or galvanised

steel, erected as per approved design and drawings

and with lateral clearance as per clause 802.3)

(i) Gantry Support System

tonne 79084.16

(ii) Message Display (Message display board 6 sqm

electronically operated with complete electronic

fitments for flashing the pre-determined

messages.)This is a specialized commercial product

and the lump-sum rate including erection at site is

required to be ascertained from the market and

analyzed separately as per Standard Data Book for

Analysis of Rates.


Note: The rate for the gantry mounted variable sign

would be the addition of cost of gantry support

system as per approved design determined at (i)

above and the cost of message display board

ascertained from the market at (ii) above.

8.34 Traffic Impact Attenuators at Abutments and Piers

A With Scrap Tyres (Provision and installation of

traffic attenuators at abutment/pier of flyovers

bridges using scrap tyres of size 100 x 20 retrieved

from trucks laid in 2 rows and 4 tiers, one above the

other and tied with 20 mm wire rope as per approved

design and drawings.)

sqm 3208.07

B Using Plastic/Steel Barrel, Filled with Sand

(Provision and installation of traffic impact

attenuator at abutment/pier of flyovers bridges using

plastic/steel barrels 0.60 m dia and 1.0 m in height,

filled with sand in three rows and tied with20 mm

steel wire rope as per approved design and drawings)

sqm 615.31

C With HI - DRO cell Sandwich (Patented) (Providing

and installing a patented HI-DRO cell system as a

traffic impact attenuators, using plastic tubes 50cm

dia, 1.2m in height, 25mm opening at the top, placed

in three rows, filled with water and tied down with a

20mm steel wire rope)

sqm 6835.30

104

8.35 Road Markers/Road Stud with Lense Reflector

(Providing and fixing of road stud 100x 100 mm, die

cast in aluminium, resistant to corrosive effect of salt

and grit, fitted with lense reflectors, installed in

concrete or asphaltic surface by drilling hole 30 mm

upto a depth of 60 mm and bedded in a suitable

bituminous grout or epoxy mortar, all as per BS 873

part 4:1973)

each 834.32

8.36 Traffic Cone (Provision of red fluorescent with white

reflective sleeve traffic cone made of low density

polyethylene (LDPE) material with a square base of

390 x 390 x 35 mm and a height of 770 mm, 4 kg in

weight, placed at 1.5 m interval, all as per BS 873)

each 292.41

8.37 Roadside Amenities

A Rest Areas (Providing plainly furnished

accommodation for rest rooms, dormitories,

restaurants, stalls, shops, petrol pump, telephone

booth, first aid room, traffic aid post, police

assistance booth, including electricity, toilet and

sewerage system.) Pricing may be done based on

current plinth area rates approved by

PWD/CPWD/MES for a particular zone. Area is

required to be assessed for specific location as per

actual site conditions.


B Parking areas and Bus Laybyes for Trucks, Buses

and Light vehicles (Pricing of parking areas may be

done for the quantities of various items based on the

approved dimensions and pavement design for a

particular terrain and soil.

Rates for items may be from respective chapters.


C Lawn (Providing a lawn planted with grass and its

maintenance) Pricing of lawn may be done as per

rates given in chapter-11 for the quantities as per

approved dimensions in the drawings.


8.38 Rumble Strips (Provision of 15 nos rumble strips

covered with premix bituminous carpet, 15-20 mm

high at center, 250 mm wide placed at 1 m center to

center at approved locations to control speed, marked

with white strips of road marking paint.)

The rate per sqm of premix carpet and road road

marking may be adopted from chapter 5 & 8

respectively for the quantities calculated from the

approved drawings.


105

8.39 Policeman Umbrella (Provision of a 2 m high (floor

to roof) umbrella for traffic policeman at road

crossings, where necessary, installed on a raised

platform, built on a central support of a steel pipe

100 mm dia, roof made of 25 mm dia steel pipe to

provide covered area of 3 sqm, roofed with CGI

sheets, all steel parts to be given 2 coats of paint)

To be worked out separately as per Standard Data

Book for Analysis of Rates.


8.40 High Mast Pole Lighting at Interchanges and

Flyovers (Providing and erecting a high mast pole

lighting with 30 m high hot dip galvanized mast

designed to withstand forces exerted with wind

speeds of 180 km per hour with 3 seconds gust, as

per IS:875 (Part 3) - 1978, fitted with a base flange,

door at the base of mast with heavy duty internal

lock, lantern carriage, suitable winching

arrangement for safe working load of 750 kg and

high powered electrically driven power tools for

raising and lowering of lantern carriage, flexible 8

core electric cable, lightening conductor, earthing

terminal, and fixing 2 nos aviation obstruction lights

on top of the mast, all complete as per approved

design and drawings.


This is a specialized work and is generally done by

firms who specialize in such jobs. The detailed

designs and estimates are submitted by the firms

along with their tender for checks by the Department.

The cost of this work is required to be worked out

based on approved design, drawings and estimate of

the lowest tender. A separate contract for this work is

concluded as the contractors for road and bridge

works generally do not (undertake such jobs.)

8.41 Toll Plaza (The construction, operation and

maintenance of Toll Plaza can be broken into

separate items of work based on the approved design

and drawings.

The quantities required may be calculated from the

approved design and drawing and their rates adopted

from respective chapters of this SOR.


8.42 Safety Devices and signs in Construction Zones

The rate of necessary traffic signs already worked out

in this chapter may be adopted.


106

8.43 Portable Barricade in Construction Zone (Installation

of a steel portable barricade with horizontal rail 300

mm wide, 2.5 m in length fitted on a 'A' frame made

with 45 x 45 x 5 mm angle iron section, 1.5 m in

height, horizontal rail painted (2 coats) with yellow

and white stripes, 150 mm in width at an angle of

450, 'A' frame painted with 2 coats of yellow paint,

complete as per IRC:SP:55-2001 )

each 2675.32

8.44 Permanent Type Barricade in Construction Zone

A With Steel Components (Construction of a

permanent type barricade made of steel components,

1.5 m high from road level, fitted with 3 horizontal

rails 200 mm wide and 4 m long on 50 x 50 x 5 mm

angle iron vertical support, painted with yellow and

white strips, 150 mm in width at an angle of450,

complete as per IRC:SP:55-2001 )

each 4271.91

B With Wooden Components (Construction of a

permanent type barricade made of wooden

components, 1.5 m high from road level, fitted with

3 horizontal planks 200 mm wide and 3.66 m long on

100 x 100mm wooden vertical post, painted with

yellow and white striups, 150 mm in width at an

angle of450, complete as per IRC:SP:55-2001 )

each 3430.35

C With Bricks (Construction of a permanent type

barricade made with brick work in mud mortar, 1.5

m high, 4 m long, 600 mm thick, plastered with

cement mortar 1:6, painted with yellow and white

strips)

each 18002.84

8.45 Drum Delineator in Construction Zone (Provision of

metal drum/empty bitumen drum delineator, 300

mm in diameter, 800 mm high, filled with earth for

stability, painted in circumferential strips of alternate

black and white 100 mm wide fitted with reflectors 3

Nos of 7.5 cm dia, all as per IRC:SP:55-2001)

each 388.30

8.46 Flagman (Positioning of a smart flagman with a

yellow vest and a yellow cap and a red flag 600 x

600 mm securely fastened to a staff 1 m in length for

guiding the traffic)

each 385.12

9 PIPE CULVERTS

9.1 PCC 1:3:6 in Foundation (Plain cement concrete

1:3:6 mix with crushed stone aggregate 40 mm

nominal size mechanically mixed, placed in

foundation and compacted by vibration including

curing for 14 days.)

cum 3796.04

107

9.2 Laying Reinforced Cement Concrete Pipe

NP4/prestrssed concrete pipe on first class bedding in

single row . (Laying Reinforced cement concrete

pipe NP4/prestrssed concrete pipe for culverts on

first class bedding of granular material in single row

including fixing collar with cement mortar 1:2 but

excluding excavation, protection works, backfilling,

concrete and masonry works in head walls and

parapets)

A 1000 mm dia metre 7509.82

B 1200 mm dia

metre 9802.91

9.3 Laying Reinforced Cement Concrete Pipe NP 4

/prestrssed concrete pipe on first class bedding in

double row . (Laying Reinforced cement concrete

pipe NP4 /prestrssed concrete pipe for culverts on

first class bedding of granular material in double row




parapets)

A 1000 mm dia metre 15165.79

B 1200 mm dia

metre 19762.43

9.4 Laying Reinforced Cement Concrete Pipe NP 3

/prestressed concrete pipe on first class bedding in

single row. (Laying Reinforced cement concrete pipe

NP3 /prestrssed concrete pipe for culverts on first

class bedding of granular material in single row




parapets)

A 1000 mm dia metre 5399.36

B 1200 mm dia

metre 7907.29

10 MAINTENANCE OF ROADS

10.1 Restoration of Rain Cuts (Restoration of rain cuts

with soil, moorum, gravel or a mixture of these,

clearing the loose soil, benching for 300 mm width,

laying fresh material in layers not exceeding 250 mm

and compacting with plate compactor or power

rammers to restore the original alignment, levels and

slopes)

cum 118.60

10.2 Maintenance of Earthen Shoulder (filling with fresh

soil) (Making up loss of material/ irregularities on

shoulder to the design level by adding fresh approved

soil and compacting it with appropriate equipment.)

sqm 46.77

108

10.3 Maintenance of Earth Shoulder (stripping excess

soil) (Stripping excess soil from the shoulder surface

to achieve the approved level and compacting with

plate compactor)

sqm 14.50

10.4 Filling Pot- holes and Patch Repairs with open -

graded Premix surfacing, 20mm. (Removal of all

failed material, trimming of completed excavation to

provide firm vertical faces, cleaning of surface,

painting of tack coat on the sides and base of

excavation as per clause 503, back filling the pot

holes with hot bituminous material as per clause 511,

compacting, trimming and finishing the surface to

form a smooth continuous surface, all as per clause

3004.2)

sqm 162.60

10.5 Filling Pot- holes and Patch Repairs with Bituminous

concrete, 40mm. (Removal of all failed material,

trimming of completed excavation to provide firm

vertical faces, cleaning of surface, painting of tack

coat on the sides and base of excavation as per clause

503, back filling the pot holes with hot bituminous

material as per clause 504, compacting, trimming and

finishing the surface to form a smooth continuous

surface, all as per clause 3004.2)

(i) for grading I Material sqm 395.83

(ii) for grading II Material

sqm 437.17

10.6 Crack Filling (Filling of crack using slow - curing

bitumen emulsion and applying crusher dust in case

crack are wider than 3mm.)

metre 4.58

10.7 Dusting (Applying crusher dust to areas of road

where bleeding of excess bitumen has occurred.)

sqm 1.30

10.8 A Fog Seal (ref item 5.17)

sqm 54.00

B Crack Prevention courses. (ref item 5.21)

(i) Stress Absorbing Membrane (SAM) crack width less

than 6 mm

sqm 76.00

(ii) Stress Absorbing Membrane (SAM) with crack width

6 mm to 9 mm

sqm 87.00

(iii) Stress Absorbing Membrane (SAM) crack width

above 9 mm and cracked area above 50 %

sqm 115.00

(iv) Bitumen Impregnated Geotextile sqm 389.00

C Slurry Seal (ref item 5.15)

109

(i) 5 mm thickness sqm 84.00

(ii) 3 mm thickness sqm 59.00

(iii) 1.5 mm thickness sqm 36.00

D Surface Dressing for maintenance works. (ref item

5.9)

(i) 19 mm nominal chipping size sqm 96.00

(ii) 13 mm nominal size chipping

sqm 81.00

10.9 Repair of joint Grooves with Epoxy Mortar Repair of

spalled joint grooves of contraction joints,

longitudinal joints and expansion joints in concrete

pavements using epoxy mortar or epoxy concrete)

metre 690.72

10.10 Repair of old Joints Sealant (Removal of existing

sealant and re sealing of contraction, longitudinal or

expansion joints in concrete pavement with fresh

sealant material)

metre 112.81

10.11 Hill Side Drain Clearance (Removal of earth from

the choked hill side drain and disposing it on the

valley side manually)

metre 25.98

10.12 Land Slide Clearance in soil (Clearance of landslides

in soil and ordinary rock by a bull-dozer D 80 A-12,

180 HP and disposal of the same on the valley side)

cum 31.86

10.13 Land slide Clearance in Hard Rock Requiring

Blasting (Clearing of land slide in hard rock

requiring blasting for 50% of the boulders and

disposal of the same on the valley side.)

cum 123.57

10.14 Snow Clearance on Roads with Dozer (Snow

clearance from road surface by a bull- dozer 165 Hp

and disposing it on the valley side)

cum 5.28

10.15 Snow Clearance on Roads with Snow Blowers

(Snow clearance from road surface by a snow blower

and disposing on the valley side.)

cum 1.84

10.16 Providing and constructing temporary restoration

work with form of a pala-siding with empty bags

filled with approved quality

earth/sand/moorum/gravel etc. including stitching the

bags with jute string and placing the filled up bags in

popuslope to withstand the road structure temporarily

from sliding down.

cum 547.42

11 HORTICULTURE

11.1 Spreading of Sludge Farm Yard Manure or/and good

Earth (Spreading of sludge farm yard manure or/ and

good earth in required thickness (cost of sludge,

farmyard manure or/and good earth to be paid for

separately))

cum 16.39

110

11.2 Grassing with ' Doobs' Grass (Grassing with 'Doobs'

grass including watering and maintenance of the

lawn for 30 days or more till the grass forms a thick

lawn free from weeds and fit for moving including

supplying good earth if needed)

(i) In rows 15 cm apart in either direction sqm 20.31

(ii) In rows 7.5 cm apart in either direction

sqm 36.44

11.3 Making Lawns including Ploughing and Dragging

with 'Swagha' Breaking of Clod (Making lawns

including ploughing and breaking of clod, removal

of rubbish, dressing and supplying doobs grass roots

and planting at 15 cm apart, including supplying and

spreading of farm yard manure at rate of 0.18 cum

per 100 sqm)

Refer

AoR if

necessary

11.4 Maintenance of Lawns or Turfing of Slopes

(Maintenance of lawns or Turfing of slopes (rough

grassing) for a period of one year including

watering etc)

sqm 294.64

11.5 Turfing Lawns with Fine Grassing including

Ploughing, Dressing (Turfing lawns with fine

grassing including ploughing, dressing including

breaking of clods, removal of rubbish, dressing and

supplying doobs grass roots at 10 cm apart,

including supplying and spreading of farm yard

manure at rate of0.6 cum per 100 sqm)

sqm 0.00

11.6 Maintenance of Lawns with Fine Grassing for the

First Year

sqm 238.96

11.7 A Planting Permanent Hedges including Digging of

Trenches (Planting permanent hedges including

digging of trenches, 60 cm wide and 45 cm deep,

refilling the excavated earth mixed with farmyard

manure, supplied at the rate of 4.65 cum per 100

metres and supplying and planting hedge plants at 30

cm apart)


B Maintenance of Hedge for one year Refer AoR if necessary

11.8 A Planting Flowering Plants and Shrubs in Central

Verge


B Maintenance of Flowering Plants and Shrubs in

Central Verge for one Year


11.9 Planting of Trees and their Maintenance for one Year

(Planting of trees by the road side (Avenue trees) in

0.60 m dia holes, 1 m deep dug in the ground,

mixing the soil with decayed farm yard/sludge

mannure, planting the saplings, backfilling the

trench, watering, fixing the tree guard and

maintaining the plants for one year)


111

11.10 Renovation Lawns including, Weeding, Forking the

Ground, Top Dressing with Forked Soil (Renovation

lawns including, weeding, forking the ground, top

dressing with forked soil, watering and maintenance

the lawns, for 30 days or more, till the grass forms a

thick lawn, free from weeds, and fit for moving and

disposal of rubbish as directed, including supplying

good earth, if needed but excluding the cost of well

decayed farm yard manure)


11.11 Supply at Site Well Decayed Farm Yard Manure

(Supply at site of work well decayed farm yard

manure, from any available source, approved by the

engineer in charge including screening and stacking)


11.12 Supply at Site of Work/ Store - Deoiled Neem Cake

(Supply at site of work/ store- deoiled neem cake

duly packed in used gunny bags)


11.13 Supplying Sludge (Supplying sludge duly stacked at

site/ store)


11.14 Half Brick Circular Tree Guard, in 2nd class Brick,

internal diametre 1.25 metres, and height 1.2 metres,

above ground and 0.20 metre below ground (Half

brick circular tree guard, in 2nd class brick, internal

diametre 1.25 metres, and height 1.2 metres, above

ground and 0.20 metre below ground, bottom two

courses laid dry, and top three courses in cement

mortar 1:6 ( 1 cement 6 sand) and the intermediate

courses being in dry honey comb masonry, as per

design complete)

each 2244.76

11.15 Edging with 2nd class Bricks, laid dry lengthwise

(Edging with 2nd class bricks, laid dry lengthwise,

including excavation, refilling, consolidation, with

a hand packing and spreading nearly surplus earth

within a lead of 50 metres)

Metre 46.47

11.16 Making Tree Guard 53 cm dia and 1.3 m high as per

design from empty bitumen drum (Making tree guard

53 cm dia and 1.3 m high as per design from empty

bitumen drum, slit suitably to permit sun and air,

(supplied by the department at stock issue rate)

including providing and fixing 2 nos MS sheet rings

50 x 0.5 mm with rivets, complete in all respect)

each 1768.00

112

11.17 Making Tree Guard 53 cm dia and 2 metres high as

per design from empty bitumen drums (Making tree

guard 53 cm dia and 2 metres high as per design

from empty bitumen drums, slit suitably to permit

sun and air, (supplied by the department at stock

issue rate) including providing and fixing four legs

40 cm long of 30 x 3 mm MS riveted to tree guard

and providing and fixing 2 nos MS sheet rings 50 x

0.5 mm with rivets complete in all respects)

each 3912.00

11.18 Wrought Iron and Mild Steel Welded Work

(Wrought iron and mild steel welded work) (using

angles, square bars, tees and channel grills, grating

frames, gates and tree guards of any size and design

etc. including cost of screens and welding rods or

bolts and nuts complete fixed in position but without

the cost of excavation and concrete for fixing which

will be paid separately)

quintal 7420.00

11.19 Tree Guard with MS Iron (Providing and fixing MS

iron tree guard 60 cm dia and 2 metre high above

ground level formed of 4 Nos (25 x 6 mm) and 8 Nos

(25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6

mm) iron rings in two halves, bolted together with 8

mm dia and 30 mm long bolts including painting two

coats with paint of approved brand over a coat of

priming, complete in all respects.)

each tree

guard

1863.00

11.20 Tree Guard with MS Angle Iron and Steel Wire

(Providing and fixing tree guard 0.60 metre square,

2.00 metre high fabricated with MS angle iron 30 x

30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm

dia welded and fabricated as per design in two halves

bolted together)

each tree

guard

2759.00

12 FOUNDATIONS FOR BRIDGES

12.1 Excavation for Structures (Earth work in excavation

of foundation of structures as per drawing and

technical specification, including setting out,

construction of shoring and bracing, removal of

stumps and other deleterious matter, dressing of

sides and bottom and backfilling with approved

material.)

I Ordinary soil

A Manual Means

(i) upto 3 m depth cum 94.61

(ii) 3 m to 6 m depth cum 121.64

(iii) Above 6 m depth

cum 162.18

113

B Mechanical Means

(i) Depth upto 3 m cum 32.39

(ii) Depth 3 m to 6 m cum 37.01

(iii) Depth above 6m

cum 46.18

II Ordinary rock (not requiring blasting)

A Manual Means

(i) Depth upto 3 m

cum 135.15

B Mechanical Means

cum 40.18

III Hard rock ( requiring blasting )

A Manual Means

cum 386.95

IV Hard rock ( blasting prohibited )

A Mechanical Means

cum 402.90

V Marshy soil (upto 3 m depth)

A Manual means

cum 391.15

B Mechanical Means

cum 103.72

VI Back Filling in Marshy Foundation Pits cum 286.03

12.2 Filling Annular Space Around Footing in Rock (Lean

cement concrete 1:3:6 nominal mix. Rate may be

taken as per items 13.4.)

12.3 Sand Filling in Foundation Trenches as per Drawing

& Technical Specification

cum 692.33

12.4 PCC 1:3:6 in Foundation (Plain cement concrete

1:3:6 nominal mix in foundation with crushed stone

aggregate 40 mm nominal size mechanically mixed,

placed in foundation and compacted by vibration

including curing for 14 days.)

cum 4215.65

12.5 Brick masonry work in cement mortar 1:3 in

foundation complete excluding pointing and

plastering, as per drawing and technical

specifications

cum 6867.05

12.6 A Cement mortar 1:3 (1cement :3 sand) cum 4363.00

B Cement mortar 1:2 (1cement :2 sand) cum 5492.00

C Cement mortar 1:4 (1cement :4 sand) cum 3582.00

D Cement mortar 1:6 (1cement :6 sand)

cum 2861.00

12.7 Stone masonry work in cement mortar 1:3 in

foundation complete as drawing and Technical

Specification

114

(a) Square Rubble Coursed rubble masonry( first sort ) cum 3510.71

(b) Random Rubble Masonry

cum 3518.66

12.8 Plain/Reinforced cement concrete in open

foundation complete as per drawing and technical

specifications

A PCC Grade M15 cum 4654.49

B PCC Grade M20 cum 5364.33

C RCC Grade M20

Case I: Using concrete mixer cum 5509.02

Case II: With Batching Plant, Transit Mixer and Concrete

Pump

cum 30782.92

D PCC Grade M25



Pump

cum 31106.98

E RCC Grade M25



Pump

cum 31253.75

F F PCC Grade M30



Pump

cum 31084.59

G G RCC Grade M30



Pump

cum 31212.41

H H RCC Grade M35



Pump

cum 31209.72

12.9 Providing and constructing temporary island 16 m

diameter for construction of well foundation for 8m

dia. Well.

A Assuming depth of water 1.0 m and height of island

to be 1.25m.

each 68714.85

B Assuming depth of water 4.0 m and height of island

4.5 m.

each 471215.21

C Providing and constructing one span service road to

reach island location from one pier location to

metre 2145.06

115

another pier location

12.10 Providing and laying cutting edge of mild steel

weighing 40 kg per metre for well foundation

complete as per drawing and technical specification.

tonne 86039.87

12.11 Plain/Reinforced cement concrete, in well

foundation complete as per drawing and technical

specification

A Well curb

(i) RCC M20 Grade



Pump

cum 35518.95

(ii) RCC M25 Grade



Pump

cum 36421.65

(iii) RCC M35 Grade



Pump

cum 36645.03

B Well steining

(I) PCC M15 Grade cum 4924.18

(ii) PCC M20 Grade cum 5674.52

(iii) RCC M20 Grade



Pump

cum 32559.04

(iv) PCC M25 Grade



Pump

cum 32981.19

(v) RCC M25 Grade



Pump

cum 33386.51

(vi) PCC M30 Grade



Pump

cum 33037.29

(vii) RCC M30 Grade

116



Pump

cum 33173.33

(viii) RCC M35 Grade



Pump

cum 33591.28

(ix) RCC M40 Grade 33678.13

C Bottom Plug

(i) PCC Grade M20



Pump

cum 30240.56

(ii) PCC Grade M25



Pump

cum 30555.55

(iii) PCC Grade M30



Pump

cum 30617.91

(iv) PCC Grade M35



Pump

cum 30752.47

D Intermediate plug

(i) Grade M20 PCC



Pump

cum 29988.00

(ii) Grade M25 PCC



Pump

cum 30287.63

(iii) Grade M30 PCC



Pump

cum 30347.55

E Top plug

(i) Grade M15 PCC

117


(ii) Grade M20 PCC


(iii) Grade M25 PCC



Pump

cum 29982.90

(iv) Grade M30 PCC



Pump

cum 30033.90

F Well cap

(i) RCC Grade M20



Pump

cum 30722.78

(ii) RCC Grade M25



Pump

cum 31255.37

(iii) RCC Grade M30



Pump

cum 31211.60

(iv) RCC Grade M35

Using concrete mixer cum 6177.23


Pump

cum 31209.72

(v) RCC M40 Grade cum 31583.27

12.12 Sinking of 6 m external diameter well ( other than

pneumatic method of sinking ) through all types of

strata namely sandy soil, clayey soil and rock as

shown against each case, complete as per drawing

and technical specifications. Depth of sinking is

reckoned from bed level.

A Sandy soil

(i) Depth below bed level upto 3.0 M metre 5553.90

(ii) Beyond 3m upto 10m depth metre 8064.38

(iii) Beyond 10m upto 20m

118

a) Add 5% for every additional meter depth of sinking

over the rate of sinking for the previous meter

metre 10651.00

(iv) Beyond 20m upto 30 m

a) Add 7.5% for every additional meter depth of sinking


metre 19979.00

b) Add 20% of cost for Kentledge including supports,

loading arrangement and Labour .

23975.00

(v) Beyond 30m upto 40 m metre



47470.00



metre 56964.00

B Clayey soil ( 6m dia. Well )



(iii) Beyond 10 m upto 20 m



metre 23224.00

b) Add for dewatering @ 5% of cost, if required. metre 24386.00




metre 43562.00

b) Add 5% of cost for dewatering of the cost, if

required

metre 57175.00

c) Add 25% of cost for Kentledge including supports,

loading arrangement and Labour ).

metre 54452.00

(v) Beyond 30m upto 40 m



metre 103496.00

b) Add 5% of cost for dewatering, if required

metre 130405.00


loading arrangement and Labour).

metre 124196.00

C Soft rock (6m dia well )

(i) Depth of soft rock strata upto 3m

metre 21051.52

D Hard rock (6m dia well )

(i) Depth of soft rock strata upto 3m

metre 22818.25

119

12.13 Sinking of 7 m external diameter well (other than

pneumatic method of sinking) through all types of





A Sandy soil






metre 15448.00




metre 28975.00


loading arrangement and Labour) .

metre 34770.00




metre 68839.00


loading arrangement, and Labour etc.

metre 82607.00


(I) Depth below bed level upto 3.0 M metre 11696.85





metre 22385.00





metre 41990.00

b) Add 5% of cost for dewatering on the cost, if

required

metre 55112.00



metre 52488.00




metre 99764.00


metre 125703.00

120



119717.00

C Soft rock ( 7m dia well )

(i) Depth of soft rock strata upto 3m metre 18973.06

D Hard rock ( 7m dia well )

(i) Depth upto 3 m

metre 25568.67







A Sandy soil




a) a) Add 5% for every additional meter depth of

sinking over the rate of sinking for the previous

meter

metre 17302.00




metre 32456.00



metre 38947.00




metre 11409.00



metre 13690.00


(i) Depth upto 3.0 M metre 14290.84

(ii) Beyond 3m upto 10m depth

metre 18538.18




metre 24483.00

b) Add for dewatering @ 5% of cost, if required.

metre 25707.00




metre 45922.00


required

metre 60273.00

121



metre 57403.00




metre 109103.00


metre 137470.00



metre 130924.00


(i) Depth in soft rock strata upto 3m metre 21078.12


(i) Depth in hard rock strata upto 3 m

metre 25221.16







A Sandy soil






metre 19025.00




metre 35686.00


loading arrangement and Labuor .

metre 42824.00




metre 84786.00



metre 101743.00





122



metre 26449.00


metre 27772.00




metre 49610.00


required

metre 65113.00



metre 62013.00




metre 117867.00

b) Add 5% of cost for dewatering, if required metre 148512.00

Add 20% of cost for Kentledge including supports,


metre 141440.00


(i) Depth upto 3m metre 26869.10


(i) Depth of hard rock strata upto 3 m

metre 29298.59







A Sandy soil






metre 20008.00




metre 37530.00


loading arrangement and Labour.

metre 45036.00


123



metre 89166.00



metre 106999.00

B Clayey soil (10m dia. Well )






metre 25683.00


metre 26967.00




metre 48176.00


required

metre 63231.00



metre 60220.00




metre 114460.00




137352.00





metre 34967.49







A Sandy soil

(i) Depth from bed level upto 3.0 M metre 30359.02



124



metre 29884.00




metre 56055.00



metre 67265.00




metre 133177.00



metre 159813.00

B Clayey soil (11 m dia. Well )






metre 52535.00


metre 55162.00




metre 98543.00


required

metre 129338.00



metre 123179.00




metre 234124.00




metre 280949.00




(i) Depth of hard rock upto 3 m

metre 79297.70

125







A Sandy soil

(i) I) Depth below bed level upto 3.0 M metre 62033.84



a) a) Add 5% for every additional meter depth of

sinking over the rate of sinking for the previous

meter

metre 90809.00




metre 170333.00



metre 204399.00




metre 404684.00



metre 485621.00

B Clayey soil (12 m dia. Well )






metre 134649.00





metre 252564.00


required

metre 331490.00



metre 315705.00


126



metre 600056.00


metre 756070.00



metre 720067.00





metre 185522.72

12.19 12.19 Sinking of Twin D Type well ( other than pneumatic

method of sinking ) through all types of strata

namely sandy soil, clayey soil and rock as shown

against each case, complete as per drawing and

technical specifications. Depth of sinking is reckoned

from bed level.

A Sandy soil






metre 20062.00




metre 37630.00



metre 45156.00




metre 89405.00



metre 107286.00

B Clayey soil (Twin D Type Well )






metre 28517.00



127



metre 53490.00


required

metre 70206.00



metre 66863.00




metre 127083.00




metre 152500.00

C Soft rock (Twin D Type well )


D Hard rock (Twin D Type well )


metre 38213.09

12.20 Pneumatic sinking of wells with equipment of

approved design, drawing and specifications worked

by competent and trained personnel and comprising

of compression and decompression chambers,

reducers, two air locks separately for men and plant

& materials, arrangement for supply of fresh air to

working chambers, check valves, exhaust valves,

shafts made from steel plates of riveted construction

not less than 6 mm thick to withstand an air pressure

of 0.50 MPa, controlled blasting of hard rock where

required, staircases and 1 m wide landing plate

forms with railing, arrangement for compression and

decompression, electric lighting of 50 V maximum,

proper rooms for rest and medical examinations and

compliance with safety precautions as per IS:4138,

all as per clause1207.6 of MoRTH Specifications.

12.21 Sand filling in wells complete as per drawing and

technical specifications

cum 692.33

12.22 Providing steel liner 10 mm thick for curbs and 6mm

thick for steining of wells including fabricating and

setting out as per detailed drawing

tonne 75212.42

12.23 Bored cast-in-situ M35 grade R.C.C. pile excluding

reinforcement complete as per drawing and technical

specifications and removal of excavated earth with

all lifts and lead upto 1000 m. (Pile diameter-750

mm)

metre 30675.29

128





mm)

metre 53375.66





mm)

metre 70086.60

12.26 Driven cast-in-place vertical M35 grade RCC. pile

excluding reinforcement complete as per drawing

and & Technical Specification (Pile diameter - 750

mm)

metre 15754.87

12.27 Driven cast-in-place vertical M35 grade R.C.C. piles



mm)

metre 27141.22

12.28 Driven cast-in-place vertical M35 grade R.C.C. piles



mm)

metre 39230.73

12.29 Driven precast vertical M35 grade R.C.C. piles


and & Technical Specification (Pile Diameter=500

mm)

metre 7317.36




mm)

metre 15376.67




mm)

metre 26904.27



and & Technical Specification (Size of pile - 300 mm

x 300 mm)

metre 3878.23




x 500 mm)

metre 9069.09

129




x 750 mm)

metre 19334.68

12.35 Driven vertical steel piles complete as per drawing

and & Technical Specification (Section of the pile -

H Section steel column 400 x 250 mm (ISHB Series)

)

metre 5412.64

12.36 Driven vertical steel piles complete as per drawing

and & Technical Specification (Section of the pile -

H Section steel column 450 x 250 mm (ISHB Series)

metre 6105.10

12.37 Pile load test on single vertical pile in accordance

with IS:2911 Part-IV) Although this item is

incidental to work and is not required to be included

ib BOQ of contract, the same is required to be added

in the estimate to assess cost of work.

12.38 Cement concrete for reinforced concrete in pile cap

complete as per drawing and Technical Specification

A RCC Grade M20

Case I Using concrete mixer cum 5465.93

Case II With Batching Plant, Transit Mixer and Concrete

Pump

cum 30757.39

B RCC Grade M25



Pump

cum 31322.37

C RCC Grade M30



Pump

cum 31394.55

D RCC Grade M35



Pump

cum 31543.42

12.39 Leveling course for Pile cap cum 4456.98

12.40 Supplying, fitting and placing un-coated HYSD bar

reinforcement in foundation complete as per drawing

and technical specifications

tonne 70269.59

12.41 Supplying, fitting and placing un-coated Mild steel

reinforcement complete in foundation as per drawing

and technical specification

tonne 70691.10

13 SUB-STRUCTURE FOR BRIDGES

130

13.1 Brick masonry work in 1:3 in sub-structure complete

excluding pointing and plastering, as per drawing

and technical specifications

cum 6981.75

13.2 Pointing with cement mortar (1:3 ) on brick work in

substructure as per Technical specifications

sqm 50.09

13.3 Plastering with cement mortar (1:3 ) on brick work in

sub-structure as per Technical specifications

sqm 113.51

13.4 Stone masonry work in cement mortar 1:3 for

substructure complete as per drawing and Technical

Specifications

A Random Rubble Masonry cum 3587.58

B Coursed rubble masonry (first sort ) cum 3674.74

C Ashlar masonry ( first sort )

cum 4482.52

13.5 Plain/Reinforced cement concrete in sub-structure

complete as per drawing and technical specifications

A PCC Grade M15

(p) Height upto 5m

cum 4924.18

B PCC Grade M20

(p) Height upto 5m cum 5674.52

C PCC Grade M25

(p) Height upto 5m

Case I Using concrete Mixer cum 6245.33


Pump

cum 32981.19

(q) Height 5m to 10m



Pump

cum 34180.51

(r) Height above 10m



Pump

cum 35679.65

D PCC Grade M30

(p) Height upto 5m



Pump

cum 33037.29


131



Pump

cum 34238.65




Pump

cum 35740.34

E RCC Grade M20

(p) Height upto 5m



Pump

cum 32559.04




Pump

cum 33743.00




Pump

cum 35222.96

F RCC Grade M25

(p) Height upto 5m



Pump

cum 33386.51




Pump

cum 34479.17




Pump

cum 36118.14

G RCC Grade M30

(p) Height upto 5m



Pump

cum 33173.33


132



Pump

cum 34108.23




Pump

cum 35435.16

H RCC Grade M35

(p) Height upto 5m



Pump

cum 33591.28




Pump

cum 34324.17




Pump

cum 35423.53

13.6 Supplying, fitting and placing HYSD bar

reinforcement in sub-structure complete as per

drawing and technical specifications

tonne 69557.05

13.7 Supplying, fitting and placing Mild steel

reinforcement complete in sub-structure as per

drawing and technical specification

tonne 70091.85

13.8 Providing weep holes in Brick

masonry/Plain/Reinforced concrete abutment, wing

wall/return wall with 100 mm dia AC pipe, extending

through the full width of the structure with slope of

1V :20H towards drawing foce. Complete as per

drawing and Technical specifications

each 1110.40

13.9 Back filling behind abutment, wing wall and return

wall complete as per drawing and Technical

specification

A Granular material cum 937.00

B Sandy material

cum 860.88

133

13.10 Providing and laying of Filter media with granular

materials/stone crushed aggregates satisfying the

requirements laid down in clause 2504.2.2. of

MoRTH specifications to a thickness of not less than

600 mm with smaller size towards the soil and bigger

size towards the wall and provided over the entire

surface behind abutment, wing wall and return wall

to the full height compacted to a firm condition

complete as per drawing and technical specification.

cum 836.91

13.11 Supplying, fitting and fixing in position true to line

and level cast steel rocker bearing conforming to

IRC: 83(Pt.-1) section IX and clause 2003 of

MoRTH specifications complete including all

accessories as per drawing and Technical

Specifications.

Refer AoR


and level forged steel roller bearing conforming to

IRC: 83(Pt.-1) section IX and clause 2003 of

MoRTH specifications complete including all


Specifications.

Refer AoR


and level sliding plate bearing with PTFE surface

sliding on stainless steel complete including all


Specifications and BS: 5400, section 9.1 & 9.2 (for

PTFE) and clause 2004 of MoRTH Specifications.

Refer AoR


and level elastomeric bearing conforming to IRC: 83

(Part-II) section IX and clause 2005 of MoRTH

specifications complete including all accessories as

per drawing and Technical Specifications.

cubic

centimetre

1.16

14 SUPER-STRUCTURE FOR BRIDGES

14.1 14.1 Furnishing and Placing Reinforced/Prestressed

cement concrete in super-structure as per drawing

and Technical Specification

A RCC Grade M20

Case I Using Concrete Mixer

(i) For solid slab super-structure, 20-30% of (a+b+c)


(q) Height 5m to 10m cum 6551.16


cum 6813.21

(ii) For T-beam & slab, 25-35% of (a+b+c)



134


cum 7075.26

Case II Using Batching Plant, Transit Mixer and Concrete

Pump




(r) Height above 10m cum 38403.49





cum 39880.54

B RCC Grade M25






cum 7520.19





cum 7809.43


Pump





cum 39118.75





C RCC Grade M 30






cum 7633.01



135



cum 7926.59


Pump





cum 39209.23





cum 40717.27

D RCC/PSC Grade M35






cum 7699.67





cum 8000.44

(iii) For box girder and balanced cantilever, 38-58% of

cost of concrete.




cum 9504.28


Pump





cum 38787.78





136


cost of concrete.




cum 47878.67

E PSC Grade M-40






cum 8271.81





cum 8589.96


Pump





cum 39197.59





cum 40728.75


cost of concrete.




F PSC Grade M-45

(i) For solid slab/voided slab super-structure, 16-26%

of cost of concrete (a+b+c)




cum 39023.41

(ii) For I-beam & slab including launching of precast

girders by launching truss upto 40 m span, 21-31%

of cost of concrete.

137




cum 40571.96

(iii) For cast-in-situ box girder, segmental construction

and balanced cantilever, 36-56% of cost of concrete.




G PSC Grade M-50

(i) For cast-in-situ box girder, segmental construction

and balanced cantilever, 35-55% of cost of concrete




H PSC Grade M- 55

(i) For cast-in-situ box girder, segmental construction

and balanced cantilever, 35-55% of cost of concrete




cum 48993.43

14.2 a) Supplying, fitting and placing HYSD bar

reinforcement in super-structure complete as per

drawing and technical specifications

tonne 70538.80

14.3 High tensile steel wires/strands including all

accessories for stressing, stressing operations and

grouting complete as per drawing and Technical

Specifications

tonne 167983.16

14.4 Providing and laying Cement concrete wearing coat

M-30 grade including reinforcement complete as per

drawing and Technical Specifications

cum 35490.12

138

14.5 Mastic Asphalt (Providing and laying 12 mm thick

mastic asphalt wearing course on top of deck slab

excluding prime coat with paving grade bitumen

meeting the requirements given in table 500-29,

prepared by using mastic cooker and laid to required

level and slope after cleaning the surface, including

providing antiskid surface with bitumen pre-coated

fine grained hard stone chipping of 9.5 mm nominal

size at the rate of 0.005cum per 10 sqm and at an

approximate spacing of 10 cm center to center in

both directions, pressed into surface when the

temperature of surfaces not less than 100 deg. C,

protruding 1 mm to 4 mm over mastic surface, all


sqm 405.70

14.6 Construction of precast RCC railing of M30 Grade,

aggregate size not exceeding 12 mm, true to line and

grade, tolurence of vertical RCC post not to exceed

1 in 500, centre to centre spacing between vertical

post not to exceed 2000 mm, leaving adequate space

between vertical post for expansion, complete as per

approved drawings and technical specifications.

metre 4175.88

14.7 Construction of RCC railing of M30 Grade in-situ

with 20 mm nominal size aggregate, true to line and

grade, tolurence of vertical RCC post not to exceed

1 in 500, centre to centre spacing between vertical

post not to exceed 2000 mm, leaving adequate space

between vertical post for expansion, complete as per

approved drawings and technical specifications.

metre 4158.34

14.8 Providing, fitting and fixing mild steel railing


metre 3286.29

14.9 Drainage Spouts complete as per drawing and

Technical specification

metre 1151.19

14.10 PCC M15 Grade leveling course below approach

slab complete as per drawing and Technical

specification

cum 4529.00

14.11 Reinforced cement concrete approach slab including

reinforcement and formwork complete as per

drawing and Technical specification

cum 34287.69

14.12 Providing anti-corrosive treatment to HYSD

reinforcement with Fusion Bonded Epoxy Coating

(FBEC) (To be taken as per the prevailing market

rates.)

tonne

14.13 Precast – pre-tensioned Girders (Providing, pre-

casting, transportation and placing in position

precast pre-tensioned concrete girders as per drawing

and technical specifications)

cum 26469.66

139

14.14 Providing and fixing Helical pipes in voided concrete

slabs

metre 43916.42

14.15 Crash Barriers (The rate analysis for rigid crash

barrier in reinforced cement concrete, semi-rigid

crash barrier with metal beam and flexible crash

barrier with wire ropes have been made and included

in chapter-8 on Traffic and Transportation.)

14.16 Painting on concrete surface (Providing and applying

2 coats of water based cement paint to unplastered

concrete surface after cleaning the surface of dirt,

dust, oil, grease, efflorescence and applying paint

@ of 1 litre for 2 Sq.m. )

metre 47.72

14.17 Burried Joint (Providing and laying a burried

expansion joint, expansion gap being 20 mm,

covered with 12 mm thick, 200 mm wide galvanised

wieldable structural steel plate as per IS: 2062,

placed symmetrical to centre line of the joint, resting

freely over the top surface of the deck concrete,

welding of 8 mm dia. 100 mm long galvanised nails

spaced 300 mm c/c along the centre line of the plate,

all as specified in clause 2604.)

metre 1416.22

14.18 Filler joint

(i) Providing & fixing 2 mm thick corrugated copper

plate in expansion joint complete as per drawing &

Technical Specification.

metre 5693.62

(ii) Providing & fixing 20 mm thick compressible fibre

board in expansion joint complete as per drawing &

Technical Specification.

metre 228.16

(iii) Providing and fixing in position 20 mm thick

premoulded joint filler in expansion joint for fixed

ends of simply supported spans not exceeding 10 m

to cater for a horizontal movement upto 20 mm,

covered with sealant complete as per drawing and

technical specifications.

metre 160.23

(iv) Providing and filling joint sealing compound as per

drawings and technical specifications with coarse

sand and 6% bitumen by weight

metre 20.04

140

14.19 Asphaltic Plug joint (Providing and laying of

asphaltic plug joint to provide for horizontal

movement of 25 mm and vertical movement of 2

mm, depth of joint varying from 75 mm to 100 mm,

width varying from 500 mm to 750 mm (in traffic

direction), covered with a closure plate of 200mm x

6mm of wieldable structural steel conforming to IS:

2062, asphaltic plug to consist of polymer modified

bitumen binder, carefully selected single size

aggregate of 12.5 mm nominal size and a heat

resistant foam caulking/backer rod, all as per

approved drawings and specifications.)

metre 1194.96

14.20 Elastomeric Slab Steel Expansion Joint (Providing

and laying of an elastomeric slab steel expansion

joint, catering to right or skew (less than 20 deg.,

moderately curved with maximum horizontal

movement upto 50 mm, complete as per approved

drawings and standard specifications to be installed

by the manufacturer/supplier or their authorized

representative ensuring compliance to the

manufacturer's instructions for installation and clause

2606 of MoRTH specifications for road & bridge

works.)

metre 11549.69

14.21 Compression Seal Joint (Providing and laying of

compression seal joint consisting of steel armored

nosing at two edges of the joint gap suitably

anchored to the deck concrete and a preformed

chloroprene elastomer or closed cell foam joint sealer

compressed and fixed into the joint gap with special

adhesive binder to cater for a horizontal movement

upto 40 mm and vertical movement of 3 mm.)

metre 3505.88

14.22 Strip Seal Expansion Joint (Providing and laying of a

strip seal expansion joint catering to maximum

horizontal movement upto 70 mm, complete as per

approved drawings and standard specifications to be

installed by the manufacturer/supplier or their

authorized representative ensuring compliance to the

manufacturer's instructions for installation.)

metre 12682.15

14.23 Modular Strip / Box Seal Joint (Providing and laying

of a modular strip Box steel expansion joint

including anchorage catering to a horizontal

movement beyond 70 mm and upto 140mm,

complete as per approved drawings and standard

specifications to be installed by the

manufacturer/supplier or their authorised



metre 14885.18

141

14.24 Modular Strip / Box Seal Joint (Providing and laying

of a modular strip box seal expansion joint catering

to a horizontal movement beyond 140mm and upto

210mm, complete as per approved drawings and

standard specifications to be installed by the

manufacturer/supplier or their authorised



metre 29224.44

15 RIVER TRAINING AND PROTECTION

WORKS

15.1 Providing and laying boulders apron on river bed for

protection against scour with stone boulders

weighing not less than 40 kg each complete as per

drawing and Technical specification.

A Boulder laid dry without wire crates.

cum 799.43

15.2 Boulder apron laid in wire crates (Providing and

laying of boulder apron laid in wire crates made with

4mm dia GI wire conforming to IS: 280 & IS:4826 in

100mm x 100mm mesh (weaved diagonally)

including 10% extra for laps and joints laid with

stone boulders weighing less not less than 40 kgs

each.

cum 1838.22

15.3 Cement concrete blocks (size 0.5 x 0.5 x 0.5 m)

(Providing and laying of apron with cement concrete

blocks of size 0.5x0.5x0.5 m cast in-situ and made

with nominal mix of M-15 grade cement concrete

with a minimum cement content of 250 kg/cum as

per IRC: 21-2000.

cum 4803.00

15.4 Providing and laying Pitching on slopes laid over

prepared filter media including boulder apron laid

dry in front of toe of embankment complete as per

drawing and Technical specifications

A Stone/Boulder cum 799.43

B Cement Concrete blocks of size 0.3x0.3 x0.3 m cast

in cement concrete of Grade M15

cum 4803.00

15.5 Providing and laying Filter material underneath

pitching in slopes complete as per drawing and

Technical specification.

cum 965.81

15.6 Geotextile Filter (Laying of a geotextile filter

between pitching and embankment slopes on which

pitching is laid to prevent escape of the embankment

material through the voids of the stone

pitching/cement concrete blocks as well as to allow

free movement of water without creating any uplift

head on the pitching.

sqm 292.10

142

15.7 Toe protection (A toe wall for toe protection can

either be in dry rubble masonry in case of dry rubble

pitching or pitching with stones in wire crates or it

can be in PCC M15 nominal mix if cement concrete

block have been used for pitching . Rates for toe wall

can be adopted from respective clauses depending

upon approved design. The rate for excavation for

foundation, dry rubble masonry and PCC M-15 have

been analyzed and given in respective chapters.


15.8 Providing and laying Flooring complete as per

drawing and Technical specifications laid over

cement concrete bedding.

A Rubble stone laid in cement mortar 1:3 cum 4083.70

B Cement Concrete blocks Grade M15

cum 6326.00

15.9 Dry rubble Flooring cum 1077.12

15.10 Curtain wall complete as per drawing and Technical

specification

A Stone masonry in cement mortar (1:3) cum 3552.00

B Cement concrete Grade M15 cum 4709.00

15.11 Flexible Apron : Construction of flexible apron 1 m

thick comprising of loose stone boulders weighing

not less than 40 kg beyond curtain wall.

cum 837.04

15.12 Gabian Structure (Providing and construction of a

gabain structure with segments of wire crates of size

7 m x 3 m x 0.6 m each divided into 1.5 m

compartments by cross netting, made from 4 mm

galvanised steel wire @ 32 kg per 10sqm having

minimum tensile strength of 300 Mpa conforming to

IS:280 and galvanizing coating conforming to

IS:4826, woven into mesh with double twist, mesh

size not exceeding 100 x 100 mm, filled with

boulders with least dimension of 200 mm, all loose

ends to be tied with 4 mm galvanised steel wire

cum 1786.11

16 REPAIR AND REHABILITATION OF

BRIDGES

16.1 Removal of existing cement concrete wearing coat

including its disposal complete as per Technical

specification without causing any detrimental effect

to any part of the bridge structure and removal of

dismantled material with all lifts and lead upto

1000m(Thickness 75 mm)

sqm 102.51

143

16.2 Removal of existing asphaltic wearing coat

comprising of 50 mm thick asphaltic concrete laid

over 12 mm thick mastic asphalt including disposal

with all lift and lead upto 1000m.

sqm 77.48

16.3 Guniting concrete surface with cement mortar

applied with compressor after cleaning surface and

spraying with epoxy complete as per Technical

specification

sqm 1023.09

16.4 Providing and inserting nipples with approved fixing

compound after drilling holes for grouting as per

Technical specifications including subsequent

cutting/removal and sealing of the hole as necessary

of nipples after completion of grouting with

Cement/Epoxy

each 164.11

16.5 Sealing of cracks/porous concrete by injection

process through nipples/Grouting complete as per

Technical specification

.

A Cement Grout kg 77.64

B Cement mortar (1:1) Grouting

kg 149.88

16.6 Patching of damaged concrete surface with polymer

concrete and curing compounds, initiator and

promoter, available in present formulations, to be

applied as per instructions of manufacturer and as

approved by the Engineer.

sqm 8807.63

16.7 Sealing of crack / porous concrete with Epoxy Grout

by injection through nipples complete as per clause

2803.1.

kg 741.81

16.8 Applying epoxy mortar over leached, honey combed

and spalled concrete surface and exposed steel

reinforcement complete as per Technical

specification

sqm 658.48

16.9 Removal of defective concrete, cleaning the surface

thoroughly, applying the shotcrete mixture

mechanically with compressed air under pressure,

comprising of cement, sand, coarse aggregates,

water and quick setting compound in the proportion

as per clause 2807.1., sand and coarse aggregates

conforming to IS: 383 and table 1 of IS: 9012

respectively, water cement ratio ranging from 0.35

to 0.50, density of gunite not less than 2000 kg/cum,

strength not less than 25 Mpa and workmanship

conforming to clause 2807.6.

sqm 421.03

16.10 Applying pre-packed cement based polymer mortar

of strength 45 Mpa at 28 days for replacement of

spalled concrete

sqm 418.09

16.11 Eproxy bonding of new concrete to old concrete sqm 850.61

144

16.12 Providing external prestressing with high tensile steel

wires/strands including drilling for passage of

prestessing steel, all accessories for stressing and

stressing operation and grouting complete as per


tonne 452230.02






tonne 406219.92






tonne 368812.13

16.15 Replacement of Expansion Joints complete as per

drawings

metre 12315.90

16.16 Replacement of damaged concrete railing.

metre 194.56

16.17 Replacement of crash barrier.

metre 340.31

16.18 Replacement of damaged mild steel railing metre 165.41

16.19 Repair of crash barrier (Repair of concrete crash

barrier with cement concrete of M-30 grade by

cutting and trimming the damaged portion to a

regular shape, cleaning the area to be repaired

thoroughly, applying cement concrete after erection

of proper form work.)

metre 880.76

16.20 Repair of RCC Railing (Carrying out repair of RCC

M30 railing to bring it to the original shape.)

metre 345.36

16.21 Repair of steel Railing (Repair of steel railing to

bring it to the original shape)

metre 307.96

145

THEORETICAL CONSUMPTION OF MATERIALS

CHAPTER - 4

Description Unit Quantity

4.1 Granular Sub-Base with Close Graded Material (Table:- 400-1)

A Plant Mix Method

Construction of granular sub-base by providing close graded

Material, mixing in a mechanical mix plant at OMC, carriage of

mixed Material to work site, spreading in uniform layers with

motor grader on prepared surface and compacting with vibratory

power roller to achieve the desired density, complete as per clause

401

Close graded Granular sub-base Material as per table 400-1

For Grading-I Material

53 mm to 9.5 mm @ 50 per cent cum 0.640

9.5 mm to 2.36 mm @ 20 per cent cum 0.253

2.36 mm below @ 30 per cent cum 0.384

OR

For Grading-II Material




OR

146

For Grading-III Material


4.75 mm to 2.36 mm @ 12.5 per cent cum 0.160

2.36 mm below @ 52.5 per cent cum 0.672

B By Mix in Place Method

Construction of granular sub-base by providing close graded

material, spreading in uniform layers with motor grader on

prepared surface, mixing by mix in place method with rotavator at

OMC, and compacting with vibratory roller to achieve the desired

density, complete as per clause 401

Close graded Granular sub-base Material as per table 400-1

For Grading-I Material




OR





OR




2.36 mm below @ 52.5 per cent cum 0.672

4.2 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)

Construction of granular sub-base by providing coarse graded

material, spreading in uniform layers with motor grader on

prepared surface, mixing by mix in place method with rotavator at

OMC, and compacting with vibratory roller to achieve the desired

density, complete as per clause 401.

For coarse graded Granular sub-base Materials per table 400-2

For grading-I Material



2.36 mm below @ 20 per cent (Coarse Sand) cum 0.256

OR




OR



147


4.3 Lime Stabilization for Improving Sub-grade

Laying and spreading available soil in the sub-grade on a prepared

surface, pulverising, mixing the spread soil in place with rotavator

with 3 per cent slaked lime having minimum content of 70 per

cent of CaO, grading with motor grader and compacting with the

road roller at OMC to the desired density to form a layer of

improved sub grade

A By Mechanical Means

Lime at site Tonne/ cum 0.053

B By Manual Means


4.4 Lime Treated Soil for Sub- Base

Providing, laying and spreading soil on a prepared sub grade,

pulverising, mixing the spread soil in place with rotavator with 3

per cent slaked lime with minimum content of 70 per cent of

CaO, grading with motor grader and compacting with the road

roller at OMC to achieve at least 98 per cent of the max dry

density to form a layer of sub base.


4.5 Cement Treated Soil Sub Base/ Base

Providing, laying and spreading soil on a prepared sub grade,

pulverising, adding the designed quantity of cement to the spread

soil, mixing in place with rotavator, grading with the motor grader

and compacting with the road roller at OMC to achieve the desired

unconfined compressive strength and to form a layer of sub-

base/base.

Cement at site Tonne/ cum 0.070

4.6

Cement Treated Crushed Rock or combination as per clause 403.2

and table 400.4in Sub base/ Base

Providing, laying and spreading Material on a prepared sub grade,

adding the designed quantity of cement to the spread Material,

mixing in place with rotavator, grading with the motor grader and

compacting with the road roller at OMC to achieve the desired

unconfined compressive strength and to form a layer of sub-

base/base.

Cement at site @ 4 per cent by weight of crushed aggregate (600

tonne) Tonne/ cum 0.080

Grading of material for sub-base course



4.75 mm to 75 micron @ 25 per cent cum 0.320

Grading of material for Base course



148

4.75 mm to 75 micron @ 62.5 per cent cum 0.800

4.8 Inverted Choke

Construction of inverted choke by providing, laying, spreading

and compacting screening B type/ coarse sand of specified grade

in uniform layer on a prepared surface with motor grader and

compacting with power roller etc

Screening type 'B' or coarse sand cum 1.20

4.9 Water Bound Macadam

Providing, laying, spreading and compacting stone aggregates of

specific sizes to water bound macadam specification including

spreading in uniform thickness, hand packing, rolling with 3

wheeled steel/ vibratory roller 8-10 tonnes in stages to proper

grade and camber, applying and brooming requisite type of

screening/ binding Materials to fill up the interstices of coarse

aggregate, watering and compacting to the required density.

A By Manual Means

(i) Grading-I

Aggregate

Grading-I 90 mm to 45 mm@ 1.21cum per 10 sqm for compacted

thickness of 100 mm cum 1.21

Stone Screening

Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm cum 0.27

OR

Crushable type such as Moorum or Gravel for grading-I @ 0.30

cum per 10 sqm cum 0.30

Binding material

Binding Material @ 0.08cum per 10 sqm for grading I material cum 0.08

(ii) Grading-II

Aggregate

Grading-II 63 mm to 45 mm /Grading-III 53 mm to 22.4 mm@

0.91 cum per 10 sqm for compacted thickness of 75 mm cum 1.21

Stone Screening

Type A 13.2 mm for grading-II@ 0.20 cum per 10 sqm cum 0.267

OR

Crushable type such as Moorum or Gravel for grading II &III @

0.22 cum per 10 sqm cum 0.293

OR

Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm cum 0.24

Binding material

Binding Material @ 0.06cum per 10 sqm for grading II material cum 0.08

Cost of water KL 0.40

(iii) Grading-III

Aggregate

149

Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for

compacted thickness of 75 mm cum 1.21

Stone Screening

Type B 11.2 mm for grading-III @ 0.18 cum per 10 sqm cum 0.24

OR



Binding material

Binding Material @ 0.06cum per 10 sqm for grading II material cum 0.08

B By Mechanical Means:

(i) Grading-I

Aggregate

Grading-I 90 mm to 45 mm@ 1.21cum per 10 sqm for compacted

thickness of 100 mm cum 1.21

Stone Screening

Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm cum 0.27

OR

Crushable type such as Moorum or Gravel for grading-I @ 0.30

cum per 10 sqm cum 0.30

Binding material

Binding Material @ 0.08cum per 10 sqm for grading I material

cum 0.08

(ii) Grading-II

Aggregate

Grading-II 63 mm to 45 mm /Grading-III 53 mm to 22.4 mm@

0.91 cum per 10 sqm for compacted thickness of 75 mm cum 1.21

Stone Screening

Type A 13.2 mm for grading-II@ 0.12 cum per 10 sqm

cum 0.253

OR



OR

Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm

cum 0.24

Binding material

Binding Material @ 0.06cum per 10 sqm for grading II material

cum 0.08

(iii) Grading-III

Aggregate

Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for

compacted thickness of 75 mm cum 1.21

150

Stone Screening

Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm cum 0.24

OR



Binding material

Binding Material @ 0.06cum per 10 sqm for grading II material

cum 0.08

4.11

Penetration Coat Over Top Layer of Crushed Cement Concrete

Base

Spraying of bitumen over cleaned dry surface of crushed cement

concrete base at the rate of 25 kg per 10 sqm by a bitumen

pressure distributor, spreading of key aggregates at the rate of 0.13

cum per 10 sqm by a mechanical gritter and rolling the surface as

per clause 506.3.8

Crushed stone aggregate 11.2 mm size Cum/ sqm 0.013

Bitumen (60-70 grade) kg 0.033

4.12 Wet Mix Macadam

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including premixing

the Material with water at OMC in mechanical mix plant carriage

of mixed Material by tipper to site, laying in uniform layers with

paver in sub- base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density.

45 mm to 22.4 mm@ 30 per cent cum 0.396


2.36 mm to 75 micron@ 30 per cent cum 0.396

4.16 Footpaths and Separators

Construction of footpath/separator by providing a 150 mm

compacted granular sub base as per clause 401 and 25 mm thick

cement concrete grade M15, over laid with pre-cast concrete tiles

in cement mortar 1:3 including provision of all drainage

arrangements but excluding kerb channel..

i) For Granular sub base material

53 mm to 26.5 mm @ 35 per cent Cum / sqm 0.069

26.5 mm to 4.75 mm @ 45 per cent

Cum / sqm

0.089

2.36 mm below @ 20 per cent

Cum / sqm 0.040

ii) For cement concrete grade M157.5 cum

Cum / sqm

Aggregate 12 mm crushed @ 0.9 cum of concrete

Cum / sqm 0.023

Sand @ 0.45 cum/cum of concrete

Cum / sqm 0.011

Cement Tonne/sqm 0.006

iii) For cement plaster 1:3

Sand Cum / sqm 0.013

151

Cement Tonne/sqm 0.006

iv) Pre-cast cement concrete tiles

Tiles size 300 x 300 mm and 25 mm thick Each/sqm 11.00

v) RCC pipes

Pipes 200 mm dia,2.5 m long for drainage Metre/sqm 0.075

4.17 Crusher Run Macadam Base

Providing crushed stone aggregate, depositing on a prepared

surface by hauling vehicles, spreading and mixing with a motor

grader, watering and compacting with a vibratory roller to clause

410 to form a layer of sub-base/Base

A By Mix in Place Method

i) For 53 mm maximum size

63 mm to 45 mm @ 33 per cent cum 0.437

22.5 mm to 5.6 mm@ 32 per cent cum 0.420

Below 5.6 mm @ 35 per cent cum 0.463

Or

ii) For 45 mm maximum size



Below 5.6 mm@ 45 per cent cum 0.593

B By Mixing Plant :

Aggregate at site

i) For 53 mm maximum size

63 mm to 45 mm @ 33 per cent cum 0.437


Below 5.6 mm @ 35 per cent cum 0.463

Or

ii) For 45 mm maximum size



Below 5.6 mm@ 45 per cent cum 0.593

4.19

Stone Soiling for road works Providing & laying hand packed

stone soling of specified thickness with clean hard selected stones

including hammer dressing of stone for laying as per required

level and camber including packing with broken stones obtained

from hammer dressing to fill the voids to give uniform surface as

directed by the Engineer-in-Charge all complete but excluding

carriage and consolidation using:

Stone Soling (Manual & Mechanical means) cum 0.95

4.20 Filling work

Filling by supplying filling materials from outside in road works,

in layers not exceeding 20cm in depth excluding carriage of

materials and including consolidation of each layer by ramming,

watering etc all complete.

Selected earth Cum 1.0

152

CHAPTER 5

5.1 Prime Coat

Providing and applying primer coat with bitumen emulsion on

prepared surface of granular Base including clearing of road

surface and spraying primer at the rate shown in 500-1 using

mechanical means.

i) Low Porosity

Material

Bitumen emulsion Kg /sqm 0.60

ii) Medium Porosity

Material


iii) High Porosity

Material

Bitumen emulsion kg Kg /sqm 1.40

5.2 Tack Coat

Providing and applying tack coat with bitumen emulsion using

emulsion pressure distributor at the rate of 0.20 kg per sqm on the

prepared bituminous/granular surface cleaned with mechanical

broom.

i) Normal Bituminous Surface

Material


ii) Dry and Hungry Bituminous Surface

Material


iii) Granular Surface Treated with Primer

Material


iv) Granular Surface Not Treated with Primer

Material


v) Cement Concrete Base

Material


5.3 Bituminous Macadam

Providing and laying bituminous macadam with 100-120 TPH hot

mix plant producing an average output of 75 tonnes per hour using

crushed aggregates of specified grading premixed with bituminous

binder, transported to site, laid over a previously prepared surface

with paver finisher to the required grade, level and alignment and

rolled as per clauses 501.6 and 501.7 to achieve the desired

compaction

i) Bitumen Tonne/cum 0.072

153

ii) Aggregate

*Grading I ( 40 mm nominal size )

37.5 - 25 mm 15 per cent cum 0.212

25 - 10 mm 45 per cent cum 0.637

10 - 5 mm 25 per cent cum 0.354

5 mm and below15 per cent cum 0.212

or

GradingII(19 mm nominal size)

25 - 10 mm 40 per cent cum 0.566

10 - 5 mm 40 per cent cum 0.566

5 mm and below 20 per cent cum 0.283

5.4 Bituminous Penetration Macadam

Construction of penetration macadam over prepared Base by

providing a layer of compacted crushed coarse aggregate using

chips spreader with alternate applications of bituminous binder

and key aggregates and rolling with a smooth wheeled steel roller

8-10 tonne capacity to achieve the desired degree of compaction

A 50 mm thick

Bitumen Kg/sqm 5.00

Crushed stone coarse aggregate passing 45 mm and retained on

2.8 mm sieve Cum/sqm 0.06

Key aggregates passing 22.4 mm and retained on 2.8 mm sieve Cum/sqm 0.015

B 75 mm thick

Bitumen Kg/sqm 6.80

Crushed stone coarse aggregate (loose passing 63 mm and retained

on 2.8 mm sieve Cum/sqm 0.09


5.5 Built-up-Spray Grout

Providing, laying and rolling of built-up-spray grout layer over

prepared base consisting of a two layer composite construction of

compacted crushed coarse aggregates using motor grader for

aggregates. key stone chips spreader may be used with application

of bituminous binder after each layer, and with key aggregates

placed on top of the second layer to serve as a Base conforming to

the line, grades and cross-section specified, the compacted layer

thickness being 75 mm

Bitumen30 kg per 10 sqm Kg/sqm 1.50

Crushed stone coarse aggregate passing 53 mm and retained on

2.8 mm sieve Cum/sqm 0.05


5.6 Dense Graded Bituminous Macadam

154

Providing and laying dense graded bituminous macadam with 100-

120 TPH batch type HMP producing an average output of 75

tonnes per hour using crushed aggregates of specified grading,

premixed with bituminous binder @ 4.0 to 4.5 per cent by weight

of total mix and filler, transporting the hot mix to work site, laying

with a hydrostatic paver finisher with sensor control to the

required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction as

per MoRTH specification clause No. 507 complete in all respects.

Bitumen Tonne/cum 0.098

Aggregate

Grading - I40 mm (Nominal Size)

37.5 - 25 mm 22 per cent cum 0.324

25 - 10 mm 13 per cent cum 0.191

10 -4.75 mm 19 per cent cum 0.280

4.75 mm and below 44 per cent cum 0.648

Filler Tonne/cum 0.044

or

Grading - II19 mm (Nominal Size)

25 - 10 mm 30 per cent cum 0.4420

10 - 5 mm 28 per cent cum 0.4120


Filler Tonne/cum 0.0440

5.7 Semi-Dense Bituminous Concrete

Providing and laying semi dense bituminous concrete with 100-

120 TPH batch type HMP producing an average output of 75

tonnes per hour using crushed aggregates of specified grading,

premixed with bituminous binder @ 4.5 to 5 per cent of mix and

filler, transporting the hot mix to work site, laying with a

hydrostatic paver finisher with sensor control to the required

grade, level and alignment, rolling with smooth wheeled, vibratory

and tandem rollers to achieve the desired compaction as per

MoRTH specification clause No. 508 complete in all respects

* Grading I: 13 mm (Nominal Size)

i) Bitumen@ 4.5 per cent of weight of mix Tonne/cum 0.104

ii) Aggregate

13.2 - 10 mm20 per cent cum 0.294

10 - 5 mm 38 per cent cum 0.558


Filler @ 2 per cent of weight of aggregates. Tonne/cum 0.044

or

Grading II: 10 mm (Nominal Size)

Bitumen@5 per cent of weight of mix Tonne/cum 0.1150

Aggregate

9.5 - 4.75 mm@ 57 per cent cum 0.833

4.75 and below@ 41 per cent cum 0.599


155

Using Modified Bitumen

Unit = cum

Material

* Grading I: 13 mm (Nominal Size)

i) Bitumen@ 4.5 per cent of weight of mix Tonne/cum 0.104

ii) Aggregate

13.2 - 10 mm20 per cent cum 0.294

10 - 5 mm 38 per cent cum 0.558



or

Grading II: 10 mm (Nominal Size)

i) Bitumen@5 per cent of weight of mix Tonne/cum 0.115

ii) Aggregate

9.5 - 4.75 mm@ 57 per cent cum 0.833

4.75 and below@ 41 per cent cum 0.599


5.8 Bituminous Concrete

Providing and laying bituminous concrete with 100-120 TPH

batch type hot mix plant producing an average output of 75 tonnes

per hour using crushed aggregates of specified grading, premixed

with bituminous binder @ 5.4 to 5.6 per cent of mix and filler,

transporting the hot mix to work site, laying with a hydrostatic

paver finisher with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and tandem

rollers to achieve the desired compaction as per MORTH

specification clause No. 509 complete in all respects

i) Bitumen@ 5 per cent of weight of mix Tonne/cum 0.1180

ii) Aggregate

Total weight of mix = 450 tonnes

Weight of bitumen = 22.5 tonnes

Weight of aggregate = 450 -22.50 = 427.50 tonnes

Taking density of aggregate = 1.5 ton/cum

Volume of aggregate = 285 cum

* Grading - I-19 mm (Nominal Size)

20 - 10 mm 35 per cent cum 0.522

10 - 5 mm 23 per cent cum 0.343



or

Grading - II-13 mm (Nominal Size)

13.2 - 10 mm30 per cent cum 0.448

10 - 5 mm 25 per cent cum 0.373




156

i) Bitumen@ 5 per cent of weight of mix Tonne/cum 0.118

ii) Aggregate

Volume of aggregate = 285 cum

* Grading - I-19 mm (Nominal Size)

20 - 10 mm 35 per cent cum 0.522

10 - 5 mm 23 per cent cum 0.343



or

Grading - II-13 mm (Nominal Size)

13.2 - 10 mm30 per cent cum 0.448

10 - 5 mm 25 per cent cum 0.373



5.9 Surface Dressing

Providing and laying surface dressing as wearing course in single

coat using crushed stone aggregates of specified size on a layer of

bituminous binder laid on prepared surface and rolling with 8-10

tonne smooth wheeled steel roller

Case -1 :-19 mm nominal chipping size

Material

Bitumen Kg/sqm 1.20

Crushed stone chipping,19 mm nominal size Cum/sqm 0.015

Case - II 13 mm nominal size chipping

Material

Bitumen Kg/sqm 1.00

Crushed stone chipping,13 mm nominal size Cum/sqm 0.01

5.10 Open - Graded Premix Surfacing

Providing, laying and rolling of open - graded premix surfacing of

20 mm thickness composed of 13.2 mm to 5.6 mm aggregates

either using penetration grade bitumen or cut-back or emulsion to

required line, grade and level to serve as wearing course on a

previously prepared base, including mixing in a suitable plant,

laying and rolling with a smooth wheeled roller 8-10 tonne

capacity, finished to required level and grades.

(i)

Case - I: Mechanical method using Penetration grade Bitumen and

HMP of appropriate capacity not less than 75 tonnes/hour .

Bitumen Kg/sqm 1.46

Crushed stone chipping,13.2 mm to 5.6 mm Cum/sqm 0.027

(ii)

Case - II: Open-Graded Premix Surfacing using cationic Bitumen

Emulsion

Cationic Bitumen Emulsion Kg/sqm 2.150

Crushed stone aggregates 13.2 mm to 5.6 mm Cum /sqm 0.027

(i)

Case - III: Mechanical method using Modified Bitumen and HMP

of appropriate capacity not less than 75 tonnes/hour .

Bitumen Kg/sqm 1.460

Crushed stone chipping,13.2 mm to 5.6 mm Cum/sqm 0.027

157

5.11 Close Graded Premix Surfacing/Mixed Seal Surfacing

Case I

Mechanical means using HMP of appropriate capacity not less

than 75 tonnes /hour.

Providing, laying and rolling of close-graded premix surfacing

material of 20 mm thickness composed of 11.2 mm to 0.09 mm

(Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using

penetration grade bitumen to the required line, grade and level to

serve as wearing course on a previously prepared base, including

mixing in a suitable plant, laying and rolling with a Smooth

wheeled roller 8-10 tonne capacity, and finishing to required level

and grade.

Type - A

* Bitumen Kg/sqm 2.20

Stone crushed aggregates 11.2 mm to 0.09 Cum/sqm 0.027

or

Type - B

Bitumen Kg/sqm 1.90

Stone crushed aggregates 13.2 mm to 0.09 mm Cum/sqm 0.027


Type - A

* Bitumen Kg/sqm 2.20

Stone crushed aggregates 11.2 mm to 0.09 Cum/sqm 0.027

or

Type - B

Bitumen Tonne/sqm 1.90

Stone crushed aggregates 13.2 mm to 0.09 mm Cum/sqm 0.027

5.12 Seal Coat

Providing and laying seal coat sealing the voids in a bituminous

surface laid to the specified levels, grade and cross fall using Type

A and B seal coats


Bitumen Kg/sqm 0.98

Crushed stone chipping of 6.7 mm size defined as 100 per cent

passing 11.2 mm sieve and retained on 2.36 mm sieve applied Cum/sqm 0.009

(ii) Case - II : Type B

Providing and laying of premix sand seal coat with HMP of

appropriate capacity not less than 75 tonnes/ hours using crushed

stone chipping 6.7 mm size and penetration bitumen of suitable

grade.


Crushed stone chipping of 6.7 mm size defined as passing 11.2

mm sieve and retained on 2.36 mm sieve applied Cum/sqm 0.006




Crushed stone chipping of 6.7 mm size defined as 100 per cent

passing 11.2 mm sieve and retained on 2.36 mm sieve applied Cum/sqm 0.009

158

(ii) Case - II : Type B

Providing and laying of premix sand seal coat with HMP of

appropriate capacity not less than 75 tonnes/ hours using crushed

stone chipping 6.7 mm size and penetration bitumen of suitable

grade.


Crushed stone chipping of 6.7 mm size defined as passing 11.2

mm sieve and retained on 2.36 mm sieve applied Cum/sqm 0.006

5.14 Mastic Asphalt

Providing and laying 25 mm thick mastic asphalt wearing course

with paving grade bitumen meeting the requirements given in

table 500-29, prepared by using mastic cooker and laid to required

level and slope after cleaning the surface, including providing

antiskid surface with bitumen precoated finegrained hard stone

chipping of 13.2 mm nominal size at the rate of 0.005cum per 10

sqm and at an approximate spacing of 10 cm center to center in

both directions, pressed into surface when the temperature of

surfaces is not less than 1000C, protruding 1 mm to 4 mm over

mastic surface, all complete as per clause 515.

I) Bitumen 85/25 or 30/40 Tonne/sqm 0.006

ii) Fine aggregate passing 2.36mm and retained on 0.075mm sieve

Cum/sqm 0.011

iii) Lime stone dust filler with calcium content not less than 80 per

cent by weigh Tonne/sqm 0.010

iv) Coarse aggregates 6.3 mm to 13.2 mm Cum/sqm 0.016

v) Pre-coated stone chips of 13.2 mm nominal size for skid

resistance Cum/sqm 0.001

vi) Bitumen for coating of chips Kg/sqm 0.014

5.15 Slurry Seal

Providing and laying slurry seal consisting of a mixture of fine

aggregates, Portland cement filler, bituminous emulsion and water

on a road surface including cleaning of surface, mixing of slurry

seal in a suitable mobile plant, laying and compacting to provide

even riding surface

(i) 5 mm thickness

Unit = sqm

Material

Residual Binde kg 1.210

Fine aggregate 4.75 mm and below 87 per cent of total mix cum 0.006

Filler kg 0.220

(ii) 3 mm thickness

Unit = sqm

Material

Residual Binder kg 0.858

Fine aggregate 3 mm and below cum 0.004

Filler kg 0.132

(iii) 1.5 mm thickness

159

Unit = sqm

Material

Residual Binder kg 0.528

Fine aggregate 2.36 mm and below cum 0.002

Filler kg 0.066

5.16 Recycling of Bituminous Pavement with Central Recycling Plant

Recycling pavement by cold milling of existing bituminous layers,

planning the surface after cold milling, reclaiming excavated

material to the extent of 30 per cent of the required quantity,

hauling and stock piling the reclaimed material near the central

recycling plant after carrying out necessary checks and evaluation,

adding fresh material including rejuvenators as required, mixing in

a hot mix plant, transporting and laying at site and compacting to

the required grade, level and thickness, all as specified in clause

517.

i) Bitumen

Bitumen required for reclaimed mix Tonne/cum 0.017

Bitumen required for fresh mix Tonne/cum 0.064

ii) Aggregates

37.5 - 25 mm @ 23 per cent cum 0.237

25 - 10 mm @ 15 per cent cum 0.155

10- 5 mm @ 20 per cent cum 0.206

Below 5 mm @40 per cent cum 0.412

Filler (cement) @ 2 per cent = 5.52tonnes of 276 tonne Tonne/cum 0.046

5.17 Fog Spray

Providing and applying low viscosity bitumen emulsion for

sealing cracks less than 3 mm wide or incipient fretting or

disintegration in an existing bituminous surfacing.

Bitumen emulsion @ 0.75 kg per sqm Kg/sqm 0.750

In case it is decided by the engineer to blind the fog spray, the

following may be added

Crushed stone grit 3 mm size Kg/sqm 3.750

Bitumen emulsion for precoating grit Kg/sqm 0.075

5.18 Bituminous Cold Mix ( Including Gravel Emulsion)

Providing, laying and rolling of bituminous cold mix on prepared

base consisting of a mixture of unheated mineral aggregate and

emulsified or cutback bitumen, including mixing in a plant of

suitable type and capacity, transporting, laying, compacting and

finishing to specified grades and levels.

(i) Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate

Material

Bitumen emulsion Tonne/cum 0.176

Filler (lime) Tonne/cum 0.044

Aggregates size 19 to 9.5 mm cum 0.366

160

Aggregates size 9.5 to 6 mm cum 0.424


(ii)

Using bitumen emulsion and 19 mm or 26.5 mm nominal size

aggregate

Material

Bitumen emulsion Tonne/cum 0.176



Aggregates size 19 to 6 mm cum 0.439


(iii)

Using cutback bitumen and 9.5 mm or 13.2 mm nominal size

aggregate

Material

Cutback bitumen Tonne/cum 0.110

Filler (lime) tonne 0.044




(iv)

Using cutback bitumen and 19 mm or 26.5 mm nominal size

aggregate

Cutback bitumen on tonne 0.110

Filler (lime) tonne 0.044


Aggregates size 19 to 6 mm cum 0.439


5.19 Sand Asphalt Base Course

Providing, laying and rolling sand-asphalt base course composed

of sand, mineral filler and bituminous binder on a prepared sub-

grade or sub-base to the lines, levels, grades and cross sections as

per the drawings including mixing in a plant of suitable type and

capacity, transporting, laying, compacting and finishing.

Bitumen Tonne/cum 0.110


Sand of size 4.75 to 0.075 mm cum 1.408

5.20 Crack Prevention Courses

(i) Stress absorbing membrane (SAM) crack width less than 6 mm

Providing and laying of a stress absorbing membrane over a

cracked road surface, with crack width below 6 mm after cleaning

with a mechanical broom, using modified binder complying with

clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading

5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with

hydraulic chip spreader, sweeping the surface for uniform spread

of aggregates and surface finished to conform to clause 902.

Modified binder Kg/sqm 0.90

Crushed stone aggregates 5.6 mm size Cum/sqm 0.01

161

(ii)

Stress absorbing membrane (SAM) with crack width 6 mm to 9

mm

Providing and laying of a stress absorbing membrane over a

cracked road surface, with crack width 6 to 9 mm after cleaning

with a mechanical broom, using modified binder complying with

clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading

11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm,

sweeping the surface for uniform spread of aggregates and surface

finished to conform to clause 902.


Crushed stone chipping 11.2 mm size Cum/sqm 0.01

(iii)

Stress absorbing membrane (SAM) crack width above 9 mm and

cracked area above 50 per cent

Providing and laying a single coat of a stress absorbing membrane

over a cracked road surface, with crack width above 9 mm and

cracked area above 50 per cent after cleaning with a mechanical

broom, using modified binder complying with clause 521, sprayed

at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed

stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for

uniform spread of aggregates and surface finished to conform to

clause 902.


Crushed stone aggregates 11.2 mm size Cum/sqm 0.012

(iv) Case - IV : Bitumen impregnated geotextile

Providing and laying a bitumen impregnated geotextile layer after

cleaning the road surface, geotextile conforming to requirements

of clause 703.3, laid over a tack coat with 1.05 kg per sqm of

paving grade bitumen 80 - 100 penetration and constructed to the

requirement of clause 703.4.5

Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm

Kg/sqm 1.0510

Geotextile including 10 per cent for overlaps sqm 1.1000

5.21 Recipe Cold Mix

Providing and laying of premix of crushed stone aggregates and

emulsion binder, mixed in a batch type cold mixing plant, laid

over prepared surface, by paver finisher, rolled with a pneumatic

tyred roller initially and finished with a smooth steel wheel roller,

all as per clause 519.3

(i) 75 mm thickness

Bitumen emulsion @ 45 litres per tonne Tonne/cum 0.099

Crushed stone aggregates 40 mm nominal size cum 1.449

(ii) 40 mm thickness


Crushed stone aggregates 14 mm nominal size cum 1.400

(iii) 25 mm thickness


Crushed stone aggregates 6 mm nominal size

cum 1.317

162

CHAPER - 6

6.1 Dry Lean Cement Concrete Sub- base

Construction of dry lean cement concrete Sub- base over a

prepared sub-grade with coarse and fine aggregate conforming to

IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per table 600-1, cement content not to be

less than 150 kg/ cum, optimum moisture content to be determined

during trial length construction, concrete strength not to be less

than 10 Mpa at 7 days, mixed in a batching plant, transported to

site, laid with a paver with electronic sensor, compacting with 8-

10 tonnes vibratory roller, finishing and curing.

Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal

sizes graded as per table 600-1 @ 0.90 cum/cum of concrete

conforming to clause 602.2.4. cum 0.90

Coarse Sand as per IS: 383 @ 0.45 cum/cum of concrete cum 0.45

Cement @ 150 kg/cum of concrete Tonne/cum 0.15

6.2 Cement Concrete Pavement

Construction of un-reinforced, dowel jointed, plain cement

concrete pavement over a prepared sub base with 43 grade cement

@ 400 kg per cum, coarse and fine aggregate conforming to IS

383, maximum size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per approved mix design,

transported to site, laid with a fixed form or slip form paver,

spread, compacted and finished in a continuous operation

including provision of contraction, expansion, construction and

longitudinal joints, joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound, finishing to lines and

grades as per drawing

Crushed stone coarse aggregates of 25mm and 12.5mm nominal

size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. . cum 0.90

Sand as per IS: 383 and conforming to clause 602.2.4 @ 0.45

cum/cum of concrete cum 0.45

Cement 43 grade @ 400 kg/cum of concrete Tonne/cum 0.39

32 mm mild steel dowel bars of grade S 240 Tonne/cum 0.01

16 mm deformed steel tie bars of grade S 415 Tonne/cum

Separation Membrane of impermeable plastic sheeting 125 micron

thick Sqm/cum 3.50

Pre-moulded Joint filler, 25 mm thick for expansion joint.

Sqm/cum 0.02

Joint sealant Kg/cum 0.83

Sealant primer Kg/cum 0.11

Plastic sheath,1.25 mm thick for dowel bars Sqm/cum 0.04

Curing compound Liter/cum 1.76

Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per

cent by weight of cement Kg/cum 1.97

163

6.3 Rolled Cement Concrete Base

Construction of rolled cement concrete base course with coarse

and fine aggregate conforming to IS:383, the size of coarse

aggregate not exceeding 25 mm with minimum, aggregate cement

ratio15:1 and minimum cement content of 200 kg/cum, aggregate

gradation to be as per table 600-4 after blending, mixing in

batching plant at optimum moisture content, transporting to site,

laying with a paver with electronic sensor, compacting with 8-10

tonnes smooth wheeled vibratory roller to achieve, the designed

flexural strength, finishing and curing.

Crushed stone coarse aggregates of 25mm and 12.5mm nominal

size @ 0.90 cum/cum of concrete conforming to clause 602.2.3. cum 0.90

Sand as per IS: 383 and conforming to clause 602.2.3 @ 0.45

cum/cum of concrete cum 0.45

Cement @ 200 kg/cum of concrete Tonne/cum 0.20

CHAPTER-7

7.1 Sub-Surface Drain with Geotextiles

Construction of sub surface drain 200 mm dia using geotextiles

treated with carbon black with physical properties as given in

clause 702.2.3 formed in to a stable network and a planar

geocomposite structure, joints wrapped with geotextile to prevent

ingress of soil, all as per clause 702 and approved drawings

including excavation and backfilling

Geonets, geomembrane and geotextile to make planar

geocomposite stable network for sub surface drain including

wrapping of joints with 160 mm over lapping with geotextile .

Geonets Sqm / Rm 1.00

Geomembrane Sqm / Rm 1.00

Geotextile Sqm / Rm 2.00

7.2 Narrow Filter Sub-Surface Drain

Construction of a narrow filter subsurface drain consisting of

porous or perforated pipe laid in narrow trench surrounded by a

geotextile filter fabric, with a minimum of 450 mm overlap of

fabric and installed as per clause 702.3 and 309.3.5 including

excavation and backfilling

Perforated geosynthetic pipe 150 mm dia metre 1.00

Geotextile filter fabric

Sqm /Rm 1.25

7.3 Laying Paving Fabric Beneath a Pavement Overlay

164

Providing and laying paving fabric with physical requirements as

per table 704-2 over a tack coat of paving grade Bitumen 80-100

penetration, laid at the rate of 1 kg per sqm over thoroughly

cleaned and repaired surface to provide a water resistant

membrane and crack retarding layer. Paving fabric to be free of

wrinkling and folding and to be laid before cooling of tack coat,

brooming and rolling of surface with pneumatic roller to maximise

paving fabric contact with pavement surface

Paving Fabric

sqm 1.05

Paving Bitumen 80-100

Tonne/sqm 0.001

7.4 Laying Boulder Apron in Crates of Synthetic Geogrids

Providing, preparing and laying of geogrid crated apron 1 m x 5

m, 600 mm thick including excavation and backfilling with baffles

at 1 metre interval, made with geogrids having characteristics as

per clause 704.2, joining sides with connectors/ring staples, top

corners to be tie tensioned, placing of suitable cross interval ties in

layers of 300 mm connecting opposite side with lateral braces and

tied with polymer braids to avoid bulging, constructed as per

clause 704.3. filled with stone with minimum size of 200 mm and

specific gravity not less than 2.65, packed with stone spalls, keyed

to the foundation recess in case of sloping ground and laid over a

layer of geotextile to prevent migration of fines, all as per clause

704 and laid as per clause 2503.3 and approved design.

Geo grids Sqm/cum 7.00

Connectors/ Staples Each/cum 16.67

Polymer braids Metre/cum 6.67

Stones with minimum size of 200 mm cum 0.978

Stones spall for filling voids cum 0.15

A

With reinforcing element of steel / Aluminum strips / polymeric

strips.

@ Reinforcement strips 60 mm wide 5 mm thick as per clause

3102.

1.Galvanised carbon steel strips metre 1.10

or

2.Copper Strips metre 1.10

or

3.Aluminium Strips metre 1.10

or

4.Stainless steel strips metre 1.10

or

5.Glass reinforced polymer/fibre reinforced polymer/polymeric

strips metre 1.10

B With reinforcing elements of synthetic geogrids

Synthetic Geogrids as per clause 3102.8 and approved design and

specifications. sqm 1.00

165

CHAPTER - 9

9.1 PCC 1:3:6 in Foundation

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40

mm nominal size mechanically mixed, placed in foundation and

compacted by vibration including curing for 14 days.

40mm Aggregate at site cum 0.92

Sand at site cum 0.46

Cement at site

Tonne/cum 0.22

Cost of water KL /cum 1.20

9.2

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed

Concrete Pipe on First Class Bedding in Single Row .

Laying Reinforced cement concrete pipe NP4/prestressed concrete

pipe for culverts on first class bedding of granular material in

single row including fixing collar with cement mortar 1:2 but

excluding excavation, protection works, backfilling, concrete and

masonry works in head walls and parapets .

A 1000 mm dia

Sand at site Cum/Rm 0.01

Cement at site Tonne/Rm 0.004

RCC pipe NP-4 /prestressed concrete pipe including collar at site metre 1.00

Granular material passing 5.6 mm sieve for bedding Cum/Rm 0.36

B 1200 mm dia

Material



RCC pipe NP-4/prestressed concrete pipe including collar at site

metre 1.00

Granular material passing 5-6 mm sieve for class bedding

Cum/Rm 0.40

9.3


Concrete Pipe on First Class Bedding in Double Row .

Laying Reinforced cement concrete pipe NP4 / prestressed

concrete pipe for culverts on first class bedding of granular

material in double row including fixing collar with cement mortar

1:2 but excluding excavation, protection works, backfilling,

concrete and masonry works in head walls and parapets .

A 1000 mm dia



RCC pipe NP-4/prestressed concrete pipe including collar at site

metre 2.00

Granular material passing 5.6 mm sieve for bedding

Cum/Rm 1.00

166

B

1200 mm dia

Sand at site

Cum/Rm 0.01


RCC pipe NP-4 /prestressed concrete pipe including collar at site

metre 2.00

Granular material passing 5-6 mm sieve for class bedding Cum/Rm 1.10

9.4


Concrete Pipe on First Class Bedding in Single Row .

Laying Reinforced cement concrete pipe NP4/prestressed concrete

pipe for culverts on first class bedding of granular material in

single row including fixing collar with cement mortar 1:2 but

excluding excavation, protection works, backfilling, concrete and

masonry works in head walls and parapets .

A 1000 mm dia

Material



RCC pipe NP-4 /prestressed concrete pipe including collar at site metre 1.00

Granular material passing 5.6 mm sieve for bedding Cum/Rm 0.36

B 1200 mm dia



RCC pipe NP-4/prestressed concrete pipe including collar at site metre 1.00

Granular material passing 5-6 mm sieve for class bedding Cum/Rm 0.40

CHAPTER 10

10.4

Filling Pot-holes and Patch Repairs with open-Graded Premix

surfacing, 20mm.

Removal of all failed material, trimming of completed excavation

to provide firm vertical faces, cleaning of surface, painting of tack

coat on the sides and base of excavation as per clause 503, back

filling the pot holes with hot bituminous material as per clause

511, compacting, trimming and finishing the surface to form a

smooth continuous surface, all as per clause 3004.2

Crushed stone aggregates nominal size 13.2mm Cum/sqm 0.0180

Crushed stone aggregates nominal size 11.2mm Cum/sqm 0.0090

Bitumen 80/100 Tonne/sqm 0.0015

Bitumen emulsion for tack coat including vertical sides of pot

hole. Tonne/sqm 0.0002

167

10.5

Filling Pot-holes and Patch Repairs with Bituminous concrete,

40mm.

Removal of all failed material, trimming of completed excavation

to provide firm vertical faces, cleaning of surface, painting of tack

coat on the sides and base of excavation as per clause 503, back

filling the pot holes with hot bituminous material as per clause

504, compacting, trimming and finishing the surface to form a

smooth continuous surface, all as per clause 3004.2

I) Bitumen Tonne/sqm 0.0046

ii) Bitumen emulsion for tack coat . Tonne/sqm 0.0002

iii) Aggregates

Grading I - 19mm(Nominal size)

20-10mm 35 per cent Cum/sqm 0.0204

10-5 mm 23 per cent Cum/sqm 0.0134

5mm and below40 per cent Cum/sqm 0.0233

or

Grading-II 13mm (Nominal size)

13.2-10 mm 30 per cent Cum/sqm 0.0174

10-5 mm 25 per cent Cum/sqm 0.0145

5 mm and Below43 per cent Cum/sqm 0.0250

Filler 2 per cent Tonne/sqm 0.0018

10.6 Crack Filling

Filling of crack using slow - curing bitumen emulsion and

applying crusher dust in case crack are wider than 3mm.

Slow-curing bitumen emulsion Kg/Rm 0.0660

Stone crusher dust Cum/Rm 0.00004

10.7 Dusting

Applying crusher dust to areas of road where bleeding of excess

bitumen has occurred.

Stone crusher dust finer than 3mm with not more than 10 per cent

passing 0.075 sieve. Cum/sqm 0.002

10.9 Repair of Joint Grooves with Epoxy Mortar

Repair of spalled joint grooves of contraction joints, longitudinal

joints and expansion joints in concrete pavements using epoxy

mortar or epoxy concrete

Epoxy primer Kg/Rm 0.25

Epoxy compound with accessories for preparing epoxy mortar

Kg/Rm 1.00

10.10 Repair of old Joints Sealant

Removal of existing sealant and re sealing of contraction,

longitudinal or expansion joints in concrete pavement with fresh

sealant material

168

Primer Kg/Rm 0.025

Sealant Kg/Rm 0.100

10.13 Landslide Clearance in Hard Rock Requiring Blasting

Clearing of land slide in hard rock requiring blasting for 50 per

cent of the boulders and disposal of the same on the valley side.

Gelatine 80 per cent @ 35 kg per 100 cum Kg/cum 0.25

Electric Detonators @ 1 Detonator for 2 Gelatine sticks of 125

gms each Each/cum 0.70

10.16

Providing and constructing temporary restoration work with form

of a palasiding with empty bags filled with approved quality

earth/sand/moorum/gravel etc. including stitching the bags with

jute string and placing the filled up bags in popuslope to withstand

the road structure temporarily from sliding down.

Assuming span length 30 m, width of road 10m and depth of 3m

Earth cum 1.60

Sand bags Each/cum 8.00

Wooden ballies 8" Dia and 9 m long Each/cum 0.13

Wooden ballies 2" Dia for bracing Metre/cum 0.25

CHAPTER 14

14.1

Furnishing and Placing Reinforced/ Prestressed cement concrete in

super-structure as per drawing and Technical Specification

A RCC Grade M20


Cement Tonne/cum 0.34

Coarse sand cum 0.45

20 mm Aggregate cum 0.54


Case II Using Batching Plant, Transit Mixer and Concrete Pump





B RCC Grade M25









169



C RCC Grade M 30






Case II Using Batching Plant, Transit Mixer and Concrete Pump.





D RCC/PSC Grade M35

Case I Using Concrete Mixer.










E PSC Grade M-40

Case 1 Using concrete mixer.





Admixture @ 0.4 per cent of cement Kg/cum 1.72







F PSC Grade M-45





170


G PSC Grade M-50






H PSC Grade M- 55






14.2

Supplying, fitting and placing HYSD bar reinforcement in super-

structure complete as per drawing and technical specifications

HYSD bars including 5 per cent for laps and wastage Tonne/cum 1.05

Binding wire Kg 8.00

14.3

High tensile steel wires/strands including all accessories for

stressing, stressing operations and grouting complete as per

drawing and Technical Specifications

H.T. Strand @ 9.42 kg/m including 2 per cent for wastage and

extra length for jacking Tonne/cum 1.03

Sheathing duct ID 66 mm along with 5 per cent extra length 40 x

1.05 = 42 m. Metre/cum 111.41

Tube anchorage set complete with bearing plate, permanent

wedges etc Each/cum 5.31

Cement for grouting including 3 per cent wastage @ 3.00 kg/m =

3 x 1.03 x 40 = 123.60 kg (say, = 125 kg) Tonne/cum 0.33

14.4

Providing and laying Cement concrete wearing coat M-30 grade

including reinforcement complete as per drawing and Technical

Specifications

Cement concrete M30 Grade Refer relevant item of concrete in

Item 14.1 excluding formwork cum 1.00

HYSD bar reinforcement Rate as per item No 14.2(Excluding OH

& CP) Tonne/cum 0.075

14.5 Mastic Asphalt

Providing and laying 12 mm thick mastic asphalt wearing course

on top of deck slab excluding prime coat with paving grade

bitumen meeting the requirements given in table 500-29, prepared

by using mastic cooker and laid to required level and slope after

cleaning the surface, including providing antiskid surface with

bitumen precoated fine grained hard stone chipping of 9.5 mm

nominal size at the rate of 0.005cum per 10 sqm and at an

approximate spacing of 10 cm center to center in both directions,

171

pressed into surface when the temperature of surfaces not less than

100 deg. C, protruding 1 mm to 4 mm over mastic surface, all

complete as per clause 515.

i) Bitumen 80/100 or 60/70 or 30/40 @ 10.2 per cent by weight of

mix. 2 x 10.2/100 = 0.204 Tonne/sqm 0.003

ii) Crusher stone dust @ 31.9 per cent by weight of mix = 2 x

31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39 Cum/sqm 0.0100

iii) Lime stone dust filler with calcium carbonate content not less

than 80 per cent by weight @ 17.92 per cent by weight of mix =

2 x 17.92/100 = 0.36 Tonne/sqm 0.0100

iv) Coarse aggregates 9.5 mm to 3.35 mm size @ 40 per cent by

weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55 Cum/sqm 0.0100

v) Pre-coated stone chips of 9.5 mm nominal size for skid

resistance = 72.46x0.005/10 = 0.036 Cum/sqm 0.0010

vi) Bitumen for coating of chips @ 2 per cent by weight = 0.036 x

1.456 x 2/100 = 0.001048MT = 1.05kg Kg/sqm 0.01

CHAPTER 15

15.1

Providing and laying boulders apron on river bed for protection

against scour with stone boulders weighing not less than 40 kg

each complete as per drawing and Technical specification.

A Boulder Laid Dry Without Wire Crates.

Stone cum 0.85

Stone Spalls cum 0.20

15.2 Boulder Apron Laid in Wire Crates

Providing and laying of boulder apron laid in wire crates made

with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm

x 100mm mesh (weaved diagonally) including 10 per cent extra

for laps and joints laid with stone boulders weighing not less than

40 kg each.

4mm GI wire crates woven in mesh size of 100 mm x 100 mm. Sqm/cum 3.91

Stone cum 0.85


15.4

Providing and laying Pitching on slopes laid over prepared filter

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

specifications

A Stone/Boulder

Stone weighing not less than 40kg cum 0.85

Stone spalls of minimum 25 mm size cum 0.20

Providing and laying Filter material underneath pitching in slopes

complete as per drawing and Technical specification

Graded stone aggregate of required size cum 1.20

172

15.6 Geotextile Filter

Laying of a geotextile filter between pitching and embankment

slopes on which pitching is laid to prevent escape of the

embankment material through the voids of the stone

pitching/cement concrete blocks as well as to allow free

movement of water without creating any uplift head on the

pitching.

Permeable synthetic geotextile including 5 per cent for overlap

and wastage sqm 1.10

15.9 Dry Rubble Flooring

Construction of dry rubble flooring at cross drainage works for

relatively less important works.

Stone cum 0.85


15.11

Flexible Apron :Construction of flexible apron 1 m thick

comprising of loose stone boulders weighing not less than 40 kg

beyond curtain wall.

Stone cum 0.85


15.12 Gabian Structure

Providing and construction of a gabian structure with segments of

wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m

compartments by cross netting, made from 4 mm galvanised steel

wire @ 32 kg per 10 sqm having minimum tensile strength of 300

Mpa conforming to IS:280 and galvanizing coating conforming to

IS:4826, woven into mesh with double twist, mesh size not

exceeding 100 x 100 mm, filled with boulders with least

dimension of 200 mm, all loose ends to be tied with 4 mm

galvanised steel wire

Galvanised steel wire crates of mesh size 100 mm x 100 mm

woven with 4mm dia. GI wire in rolls of required size. Sqm/cum 4.84

Stone boulders with least dimension of 200 mm cum 0.85

Stone spalls of minimum size 25 mm cum 0.20

CHAPTER 16

16.3

Guniting concrete surface with cement mortar applied with

compressor after cleaning surface and spraying with epoxy

complete as per Technical Specification

Cement Kg/sqm 16.00

Graded sand Cum/sqm 0.04

Wire mesh 50mm x 50mm size of 3mm wire Kg/sqm 2.00

Epoxy Kg/sqm 0.67

Accelerator compound for guniting @ 4 per cent of weight of

cement Kg/sqm 0.64

16.4 Providing and inserting nipples with approved fixing compound

173

after drilling holes for grouting as per Technical Specifications

including subsequent cutting/removal and sealing of the hole as

necessary of nipples after completion of grouting with

Cement/Epoxy

Nipples each 1.00

16.5

Sealing of cracks/porous concrete by injection process through

nipples/Grouting complete as per Technical Specification.

A Cement Grout

Cement kg 1.10

B Cement Mortar (1:1) Grouting

Cement including 10 per cent wastage kg 0.55

Sand including 10 per cent wastage kg 0.55

16.6

Patching of damaged concrete surface with polymer concrete and

curing compounds, initiator and promoter, available in present

formulations, to be applied as per instructions of manufacturer and

as approved by the Engineer.

Pre-packed polymer concrete based on epoxy system complete

with curing compound, intiator and promoter including 5 per cent

wastage. Kg/sqm 31.50

16.8

Sealing of crack / porous concrete with Epoxy Grout by injection

through nipples complete as per clause 2803.1.

Epoxy including 10 per cent wastage kg 1.10

Applying epoxy mortar over leached, honey combed and spalled

concrete surface and exposed steel reinforcement complete as per

Technical Specification

Epoxy resin-hardener mix for prime coat Kg/sqm 0.25

Epoxy mortar Kg/sqm 0.22

Epoxy resin -hardener mix for seal coat. Kg/sqm 0.20

16.9

Removal of defective concrete, cleaning the surface thoroughly,

applying the shotcrete mixture mechanically with compressed air

under pressure, comprising of cement, sand, coarse aggregates,

water and quick setting compound in the proportion as per clause

2807.1., sand and coarse aggregates conforming to IS: 383 and

table 1 of IS: 9012 respectively, water cement ratio ranging from

0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength

not less than 25 Mpa and workmanship conforming to clause

2807.6.

Cement Kg/sqm 12.00

Sand Cum/sqm 0.015

Coarse aggregate of size 4.75mm Cum/sqm 0.015

Quick setting compound Kg/sqm 0.250

Applying pre-packed cement based polymer mortar of strength 45

Mpa at 28 days for replacement of spalled concrete

Acrylic polymer bonding coat Litre/sqm 0.14

pre-packed cement based polymer mortar of strength 45 Mpa at 28

days Kg/sqm 1.20

Eproxy bonding of new concrete to old concrete

174

Epoxy resin with pot life not less than 60-90 minutes and

satisfying testing as per clause 2803.9 Kg/sqm 0.80

16.12

Providing external prestressing with high tensile steel

wires/strands including drilling for passage of prestessing steel, all

accessories for stressing and stressing operation and grouting


HTS strand including 5 per cent wastage and extra length for

jacking tonne 1.05

HDPE pipes 75mm dia including 5 per cent wastage Metre/Mt 112.00

Cement for grouting Kg/Mt 400.00


wedges etc Each/Mt 8.00

Epoxy Kg/Mt 6.00

MS plates for deviator (where deviator blocks are not provided) tonne 2.10

16.13






jacking tonne 1.00

HDPE pipes 90mm dia including 5 per cent wastage Metre/Mt 72.26

Cement for grouting tonne 0.33



Epoxy Kg/Mt 3.23

MS plates for deviator (where deviator blocks are not provided) tonne 2.26

16.14






jacking tonne 1.00

HDPE pipes 90 mm dia including 5 per cent wastage

Metre/Mt 72.41

Cement for grouting tonne 0.33



Epoxy Kg/Mt 1.51

MS plates for deviator (where deviator blocks are not provided)

tonne 2.16

16.15 Replacement of Expansion Joints complete as per drawings

Epoxy for bonding new concrete to old concrete @ 0.8 kg/sqm

Kg?Rm 0.80

M-30 grade cement concrete excluding OH & CP (Rate as per

items 14.1 C (i) Cum/Rm 0.30

175

16.17 Repair of Crash Barrier

Repair of concrete crash barrier with cement concert of M-30

grade by cutting and trimming the damaged portion to a regular

shape, cleaning the area to be repaired thoroughly, applying

cement concert after erection of proper form work.

M-30 grade cement concrete excluding OH & CP (Rate as per

items 14.1 C (i) Cum/rm 0.03

16.18 Repair of steel railing to bring it to the original shape

Mild steel ISMC series Kg/Rm 2.9

Flat iron Kg/Rm 1.0

MS Bolt and nuts Kg/Rm 0.1

176

BASIC RATES

(A) Usage Rates of Plant and Machinery

Sl. No. Description of Machine Activity Output of

Machine Output Unit Rate

P&M-001 Air Compressor General Purpose capacity in

cum 170/250 hour 350.00

P&M-002

Batching and Mixing

Plant (a) 30 cum

capacity

Concrete Mixing cum/hour 20 hour 2235.00

P&M-003

Batching and Mixing

Plant (b) 15 - 20 cum

capacity

Concrete Mixing cum/hour 13 hour 1860.00

P&M-004 Bitumen Pressure

Distributor

Applying bitumen

tack coat sqm/hour 1750 hour 1250.00

P&M-005 Bitumen Boiler oil

fired Bitumen Spraying

capacity in

litre 1500 hour 230.00

P&M-006

Concrete Paver

Finisher with 40 HP

Motor

Paving of concrete

surface cum / hour 20 hour 3000.00

P&M-007 Concrete Pump of 45

& 30 cum capacity

Pumping of

concrete cum / hour 33 / 22 hour 215.00

P&M-008 Concrete Bucket For Pouring

concrete

capacity in

cum 1 hour 13.00

P&M-009 Concrete Mixer (a)

0.4/0.28cum Concrete Mixing cum/hour 2.5 hour 120.00

P&M-010 Concrete Mixer (b) 1

cum Concrete Mixing cum/hour 7.5 hour 150.00

P&M-011 Crane (a) 80 tonnes Lifting Purpose hour 1800.00

P&M-012 Cranes b) 35 tonnes Lifting Purpose hour 1500.00

P&M-013 Cranes c) 3 tonnes Lifting Purpose hour 800.00

P&M-014 Dozer D - 80 - A 12 Spreading/Cutting/

Clearing cum/hour

300/

150/250 hour 3800.00

P&M-015 Dozer D - 50 - A 15 Spreading/Cutting/

Clearing cum/hour

200/

120/150 hour 2300.00

P&M-016 Emulsion Pressure

Distributor

Applying

emulsion tack coat sqm/hour 1750 hour 935.00

P&M-017 Front End loader 1

cum bucket capacity

Soil loading /

Aggregate loading cum/hour 60 /25 hour 800.00

P&M-018 Generator (a) 125

KVA

Generation of

electric Energy KVA 100 hour 690.00

P&M-019 Generator( b) 63

KVA

Generation of

electric Energy KVA 50 hour 430.00

P&M-020 GSB Plant 50 cum Producing GSB cum/hour 40 hour 1040.00

P&M-021 Hotmix Plant - 120

TPH capacity

DBM/BM/SDC/

Premix cum/hour 40 hour 27300.00

P&M-022 Hotmix Plant - 100

TPH capacity

DBM/BM/SDC/


P&M-023 Hotmix Plant - 60 to

90 TPH capacity

DBM/BM/SDC/


P&M-024 Hotmix Plant - 40 to

60 TPH capacity

DBM/BM/SDC/


P&M-025 Hydraulic Chip

Spreader Surface Dressing sqm/hour 1500 hour 2640.00

177

P&M-026 Hydraulic Excavator

of 1 cum bucket

Soil Ordinary/ Soil

Marshy/ Soil

Unsuitable

cum/hour 60 /60

/60 hour 1100.00

P&M-027 Integrated Stone

Crusher 100THP Crushing of Spalls TPH 100 hour 8675.00

P&M-028 Integrated Stone

Crusher 200THP Crushing of Spalls TPH 200 hour 18250.00

P&M-029 Kerb Casting Machine Kerb Making Rm/hour 80 hour 310.00

P&M-030 Mastic Cooker Mastic Wearing

coat

capacity in

tonne 1 hour 95.00

P&M-031 Mechanical Broom

Hydraulic Surface Cleaning sqm/hour 1250 hour 365.00

P&M-032 Motor Grader 3.35 m

blade

Clearing

/Spreading /GSB

/WBM

cum/hour 200/200

/50/50 hour 2500.00

P&M-033 Mobile slurry seal

equipment

Mixing and laying

slurry seal sqm/hour 2700 hour 1730.00

P&M-034

Paver Finisher

Hydrostatic with

sensor control 100

TPH

Paving of DBM/

BM/SDC/ Premix cum/hour 40 hour 2900.00

P&M-035 Paver Finisher

Mechanical 100 TPH

Paving of WMM

/Paving of DLC cum/hour 40/30 hour 1200.00

P&M-036 Piling Rig with

Bantonite Pump

0.75 m dia to 1.2

m dia Boring

attachment

Rm/hour 2 to 3 hour 5470.00

P&M-037 Pneumatic Road Roller Rolling of Asphalt

Surface cum/hour 25 hour 1245.00

P&M-038 Pneumatic Sinking

Plant

Pneumatic Sinking

of wells cum/hour

1.5 to

2.00 hour 4175.00

P&M-039 Pot Hole Repair

Machine Repair of potholes cum/hour 4 hour 910.00

P&M-040 Prestressing Jack with

Pump & access

Stressing of steel

wires/stands hour 110.00

P&M-041 Ripper Scarifying cum/hour 60 hour 28.00

P&M-042 Rotavator Scarifying cum/hour 25 hour 18.00

P&M-043 Road marking machine Road marking Sqm/hour 100 hour 170.00

P&M-044 Smooth Wheeled

Roller 8 tonne

Soil Compaction

/BM Compaction cum/hour 70/25 hour 480.00

P&M-045 Tandem Road Roller Rolling of Asphalt

Surface cum/hour 30 hour 1145.00

P&M-046 Tipper - 5 cum

Transportation of

soil, GSB, WMM,

Hotmix etc.

Capacity in

cum 5.5 km 330.00


Transportation of

soil, GSB, WMM,

Hotmix etc.

Capacity in

cum 5.5

tonne.

km

4.87


Transportation of

soil, GSB, WMM,

Hotmix etc.

Capacity in

cum 5.5 hour 450.00

P&M-049 Transit Mixer 4.0/4.5

cum

Transportation of

Concrete Mix to

site

cum/hour 4.5 hour 770.00

178

P&M-050 Transit Mixer 4/4.5

cum

Transportation of

Concrete Mix to

site

cum/hour 4.5

tonne.

km

770.00

P&M-051 Transit Mixer 3.0 cum

Transportation of

Concrete Mix to

site

cum/hour 3 hour 710.00

P&M-052 Transit Mixer 3.0 cum

Transportation of

Concrete Mix to

site

cum/hour 3

tonne.

km

30.00

P&M-053 Tractor Pulling capacity in

HP 50 hour 355.00

P&M-054 Tractor with Rotavator Rate of Tractor +

Rotavator hour 370.00

P&M-055 Tractor with Ripper Rate of Tractor +

Ripper hour 380.00

P&M-056 Truck 5.5 cum per 10

tonnes Material Transport

capacity/cu

m 4.5 km 330.00



capacity/cu

m 4.5 hour 450.00



capacity/cu

m 4.5

tonne.

km

4.00

P&M-059 Vibratory Roller 8

tonne

Earth or soil /

GSB / WBM cum/hour

100/60/

60 hour 1540.00

P&M-060 Water Tanker Water Transport capacity in

KL 6 hour 300.00

P&M-061 Water Tanker Water Transport capacity in

KL 6 km 30.00

P&M-062 Wet Mix Plant 60 TPH Wet Mix cum/hour 25 hour 1200.00

P&M-063 Air compressor with pneumatic chisel attachment for cutting hard

clay. hour 525.00

P&M-064 Batch type cold mixing plant 100-120 TPH capacity producing an

average output of 75 tonne/hour hour 8040.00

P&M-065 Belt conveyor system hour 1750.00

P&M-066 Boat to carry at least 20 persons hour 210.00

P&M-067 Cement concrete batch mix plant @ 175 cum per hour (effective

output) hour 4350.00

P&M-068 Cement concrete batch mix plant @ 75 cum per hour hour 8040.00

P&M-069 Cold milling machine @ 20 cum per hour hour 1520.00

P&M-070 Crane 5 tonne capacity hour 850.00




P&M-074 Crane 40 T capacity hour 1500.00

P&M-075 Crane with grab 0.75 cum capacity hour 1600.00

P&M-076 Compressor with guniting equipment along with accessories hour 530.00

P&M-077 Drum mix plant for cold mixes of appropriate capacity but not less

than 75 tonnes/hour. hour 9200.00

P&M-078 Epoxy Injection gun hour 250.00

P&M-079 Generator 33 KVA hour 400.00

P&M-080 Generator 100 KVA hour 700.00

P&M-081 Generator 250 KVA

hour 1200.00

179

P&M-082

Induction, de-induction and erection of plant and equipment

including all components and accessories for pneumatic method of

well sinking.

hour 0.00

P&M-083 Joint Cutting Machine with 2-3 blades (for rigid pavement) hour 130.00

P&M-084 Jack for Lifting 40 tonne lifting capacity. day 400.00

P&M-085 Piling rig Including double acting pile driving hammer (Hydraulic

rig) hrs 3800.00

P&M-086 Plate compactor hour 180.00

P&M-087 Snow blower equipment 140 HP @ 600 cum per hour hour 880.00

P&M-088 Texturing machine (for rigid pavement) hour 670.00

P&M-089 Truck Trailor 30 tonne capacity hour 1110.00

P&M-090 Truck Trailor 30 tonne capacity t.km 4.20

P&M-091 Tunnel Boring machine hour 2040.00

P&M-092 Vibrating Pile driving hammer complete with power unit and

accessories. hour 710.00

P&M-093 Wet Mix Plant 100 TPH hour 1400.00

P&M-094 Wet Mix Plant 75 TPH hour 1310.00

(B) Labour

L-01 Blacksmith (IInd class) day 275

L-02 Blacksmith (Ist class)/ Welder/ Plumber/ Electrician day 300

L-03 Blaster (Stone cutter) day 300

L-04 Carpenter I Class day 300

L-05 Chiseller (Head Mazdoor) day 300

L-06 Driller (Jumper) day 275

L-07 Diver day 275

L-08 Fitter (II class) day 275

L-09 Mali day 200

L-10 Mason (IInd class) day 275

L-11 Mason (Ist class) day 300

L-12 Mate / Supervisor day 300

L-13 Mazdoor day 200

L-14 Mazdoor/Dresser (Semi Skilled) day 275

L-15 Mazdoor/Dresser/Sinker (Skilled-II) day 250

L-16 Medical Officer day 500

L-17 Operator (grouting) day 300

L-18 Painter (II class) day 275

L-19 Para medical personnel day 275

(C) Materials

M-001 Stone Boulder of size 150 mm and below at Crusher Plant cum 300.00

M-002 Supply of quarried stone 150 - 200 mm size for Hand Broken at site cum 300.00

M-003 Boulder with minimum size of 300 mm for Pitching at Site cum 300.00

M-004 Coarse sand at Mixing Plant cum 400.00

M-005 Coarse sand at Site cum 400.00

M-006 Fine sand at Site cum 400.00

M-007 Moorum at Site cum 210.00

M-008 Gravel/Quarry spall at Site Cum 300.00

M-009 Granular Material or hard moorum for GSB works at Site Cum 450.00

M-010 Granular Material or hard moorum for GSB works at Mixing Plant Cum 550.00

M-011

Fly ash conforming to IS: 3812 (Part II & I) at HMP Plant/Batching

Plant/Crushing Plant

Cum -

180

M-012 Filter media/Filter Material as per Table 300-3 (MoRT&H

Specification) Cum 400.00

M-013 Close graded Granular sub-base Material 53 mm to 9.5

mm Sub-base

course Cum 640.00

M-014 Close graded Granular sub-base Material 37.5 mm to 9.5

mm Sub-Base

course Cum 690.00


mm Sub-Base

course Cum 720.00


mm Sub-Base

course Cum 880.00


mm Sub-Base

course Cum 930.00

M-018 Close graded Granular sub-base Material 4.75mm to

2.36 mm Sub-Base

course Cum 880.00

M-019 Close graded Granular sub-base Material 4.75mm to 75

micron mm Sub-Base

course Cum 760.00

M-020 Close graded Granular sub-base Material 2.36 mm Sub-Base

course Cum 690.00

M-021 Stone crusher dust finer than 3mm with not more than

10% passing 0.075 sieve. Wearing

course Cum 560.00

M-022 Coarse graded Granular sub-base Material 2.36 mm &

below

Sub-

Base/Bas

e course Cum 560.00

M-023 Coarse graded Granular sub-base Material 4.75mm to 75

micron Sub-Base

course Cum 560.00

M-024 Coarse graded Granular sub-base Material 4.75 mm to

2.36 mm Sub-Base

course Cum 840.00


4.75 mm Sub-Base

course Cum 1100.00


4.75 mm

Sub-

Base/Bas

e course Cum 790.00


9.5 mm Sub-Base

course Cum 790.00


9.5 mm Sub-Base

course Cum 680.00

M-029 Coarse graded Granular sub-base Material 53 mm to 26

.5mm Sub-Base

course Cum 680.00

M-030 Aggregates below 5.6 mm Base

course Cum 1240.00

M-031 Aggregates 22.4 mm to 2.36 mm Base

course Cum 880.00

M-032 Aggregates 22.4 mm to 5.6 mm Base

course Cum 880.00

M-033 Aggregates 45 mm to 2.8 mm Base

course Cum 760.00


course Cum 720.00


course Cum 680.00


course Cum 720.00


course Cum 640.00

M-038 Aggregates 63 mm to 45 mm Base

course Cum 625.00

181


course Cum 600.00


course Cum 1240.00

M-041a Aggregates 11.2 mm to 0.09 mm Wearing

course Cum 1240.00

M-041b Aggregates 11.2 mm to 0.09 mm Base

course Cum 1100.00

M-042 Aggregates 13.2 mm to 0.09 mm Wearing

course Cum 1100.00

M-043 Aggregates 13.2 mm to 5.6 mm Wearing

course Cum 1100.00

M-044 Aggregates 13.2 mm to 10 mm Base

course Cum 1100.00


course Cum 930.00


course Cum 930.00


course Cum 930.00


course Cum 930.00


course Cum 930.00

M-050 Aggregates 6 mm nominal size Wearing

course Cum 1240.00

M-051 Aggregates 10 mm nominal size Cement

concrete Cum 1100.00

M-052a Aggregates 13.2/12.5 mm nominal size Wearing

course Cum 1100.00

M-052b Aggregates 13.2/12.5 mm nominal size Base

course Cum 1100.00

M-053 Aggregates 20 mm nominal size Wearing

course/C

oncrete Cum 930.00


concrete Cum 800.00


concrete Cum 780.00

M-056 GI pipe 100 mm dia metre 740.00

M-057 Acrylic polymer bonding coat litre 230.00

M-058 Alluminium Paint litre 190.00

M-059 Alluminium alloy plate 2mm Thick sqm 2300.00

M-060 Alluminium alloy/galvanized steel tonne 55000.00

M-061

Alluminium sheeting fixed with encapsulated lens type reflective

sheeting including 2% towards lettering, cost of angle iron, cost of

drilling holes, nuts, bolts etc. and signs as applicable

sqm 10000.00

M-062 Alluminium studs 100 x 100 mm fitted with lens reflectors nos 650.00

M-063 Barbed wire kg 80.00

M-064 Bearing (Cost of parts) nos -

M-065 Bearing (Cast steel rocker bearing assembly of 250 tonne ) nos 275000.00

M-066

Bearing (Elastomeric bearing assembly consisting of 7 internal

layers of elastomer bonded to 6 nos. internal reinforcing steel

laminates by the process of vulcanization,)

nos 17000.00

M-067

Bearing (Forged steel roller bearing of 250 tonne)

Nos

250000.00

182

M-068

Bearing (Pot type bearing assembly consisting of a metal piston

supported by a disc, PTFE pads providing sliding surfaces against

stainless steel mating together with cast steel assemblies/fabricated

structural steel assemblies duly painted with all components)

nos 75000.00

M-069 Bearing (PTFE sliding plate bearing assembly of 80 tonnes ) nos 175000.00

M-070 Bearing (Supply of sliding plate bearing of 80 tonne) nos 16000.00

M-071 Bentonite kg 550.00

M-072 Binding wire kg 70.00

M-073 Bitumen ( Cationic Emulsion ) tonne 47332.00

M-074 Bitumen (60-70 grade) tonne 52800.00

M-075 Bitumen (80-100 grade ) tonne 52800.00

M-076 Bitumen (Cutback ) tonne 61161.00

M-077 Bitumen (emulsion) tonne 47332.00

M-078 Bitumen (modified graded) tonne 55018.00

M-079 Brick each 7.50

M-080 C.I. shoes for the pile kg 60.00

M-081 Cement tonne 7354.75

M-082 Cold twisted bars (HYSD Fe 500 Bars) tonne 49650.05

M-083 Collar for joints 300 mm dia nos 550.00

M-084 Compressible Fibre Board(20mm thick) sqm 700.00

M-085 Connectors/ Staples each 955.00

M-086 Copper Plate(12m long x 250mmwide) kg 970.00

M-087 Corrosion resistant Structural steel tonne 49350.00

M-088 Corrugated sheet, 3 mm thick, "Thrie" beam section railing kg 53.00

M-089 Credit for excavated rock found suitable for use cum 70.00

M-090 Curing compound liter 200.00

M-091 Delineators from ISI certified firm as per the standard drawing given

in IRC - 79 each 2200.00

M-092 Earth Cost or compensation for earth taken from private land cum 20.00

M-093

Elastomeric slab seal expansion joint assembly manufactured by

using chloroprene, elastomer for elastomeric slab unit conforming to

clause 915.1 of IRC: 83 (part II),

metre 8600.00

M-094 Super Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125

gms each

100

nos 2726.00

M-095 Epoxy compound with accessories for preparing epoxy mortar kg 405.00

M-096 Epoxy mortar kg 532.00

M-097 Epoxy primer kg 650.00

M-098 Epoxy resin-hardener mix for prime coat kg 722.00

M-099 Flag of red color cloth 600 x 600 mm each 60.00

M-100 Flowering Plants each 150.00

M-101 Galvanized MS flat clamp nos 170.00

M-102 Galvanized steel wire crates of mesh size 100 mm x 100 mm woven

with 4mm dia. GI wire in rolls of required size. sqm 230.00

M-103 Galvanized structural steel plate 200 mm wide, 6 mm thick, 24 m

long kg 48.00

M-104 Emuldyne (Gelatin 80% with accessories) kg 110.21

M-105 Geo grids sqm 200.00

M-106 Geomembrane sqm 400.00

M-107 Geonets sqm 200.00

M-108 Geotextile sqm 250.00

M-109 Geotextile filter fabric sqm 250.00

183

M-110 GI bolt 10 mm Dia nos 20.00

M-111 Grouting pump with agitator hour 350.00

M-112 Grass (Doob) kg 12.00

M-113 Grass (Fine) kg 18.00

M-114 HDPE pipes 75mm dia metre 235.00

M-115 HDPE pipes 90mm dia metre 250.00

M-116 Hedge plants each 250.00

M-117 Helical pipes 600mm diameter metre 32500.00

M-118 Hot applied thermoplastic compound litre 350.00

M-119 HTS strand tonne 104456.00

M-120 Joint Sealant Compound kg 798.00

M-121 Jute netting, open weave, 2.5 cm square opening for seeding and

Mulching sqm 18.00

M-122 LDO for steam curing litre 29.00

M-123 M.S. Clamps nos 55.00

M-124 M.S. Clamps kg 55.00

M-125 M.S. shoes @ 35 Kg per pile of 15 m kg 60.00

M-126 Mild Steel bars tonne 50400.00

M-127

Modular strip/box seal expansion joint including anchorage catering

to a horizontal movement beyond 70 mm and up to 140mm

assembly comprising of edge beams, central beam,2 modules

chloroprene seal, anchorage elements, support and control system,

all steel sections protected against corrosion and installed by the

manufacturer or his authorized representative

metre 11648.25

M-128

Modular strip/box seal expansion joint catering to a horizontal

movement beyond 140mm and up to 210mm box/box seal joint

assembly containing 3 modules/cells and comprising of edge beams,

two central beams, chloroprene seal, anchorage elements, support

and control system, all steel sections protected against corrosion and

installed by the manufacturer or his authorized representative

metre 22888.13

M-129 Nipples 12mm nos 55.00

M-130 Nuts and bolts kg 200.00

M-131 Paint litre 220.00

M-132 Pavement Marking Paint litre 600.00

M-133 Paving Fabric sqm 75.00

M-134 Perforated geosynthetic pipe 150 mm dia metre 370.00

M-135 Perforated pipe of cement concrete, internal dia 100 mm metre 350.00

M-136 Pesticide kg 60.00

M-137 Pipes 200 mm dia, 2.5 m long for drainage metre 700.00

M-138 Plastic sheath, 1.25 mm thick for dowel bars sqm 22.00

M-139 Plastic tubes 50 cm dia, 1.2 m high nos 1200.00

M-140 Polymer braids metre 50.00

M-141 Pre molded Joint filler,25 mm thick for expansion joint. sqm 400.00

M-142 Pre-coated stone chips of 13.2 mm nominal size

cum 1750.00

M-143

Preformed continuous chloroprene elastomer or closed cell foam

sealing element with high tear strength, vulcanized in a single

operation for the full length of a joint to ensure water tightness.

metre 850.00

M-144 Pre-molded asphalt filler board sqm 850.00

M-145 Pre-packed cement based polymer concrete of strength 45 Mpa at 28

days kg 200.00

M-146 Primer kg 180.00

184

M-147 Quick setting compound kg 340.00

M-148 Random Rubble Stone (for masonry works) cum 400.00

M-149 RCC Pipe NP 4 heavy duty non pressure pipe 1000 mm dia metre 6200.00



M-152 Reflectorising glass beads kg 120.00

M-153 Reinforcement strips 60 mm wide 5 mm thick as per clause 3102.

(Copper Strips) metre 35.00


(Galvanized carbon steel strips) metre 30.00

M-155

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102.

(Glass reinforced polymer/fibre reinforced polymer/polymeric

strips)

metre 25.00


(Stainless steel strips) metre 30.00


Alluminium strips) metre 25.00

M-158 Rivets each 60.00

M-159 Sand bags (Cost of sand and Empty cement bag) nos 20.00

M-160 Sapling 2 m high 25 mm dia each 30.00

M-161 Scrap tyres of size 900 x 20 nos 550.00

M-162 Seeds kg 25.00

M-163 Selected earth cum 60.00

M-164 Separation Membrane of impermeable plastic sheeting 125 micron

thick sqm 25.00

M-165 Sheathing duct metre 175.00

M-166 Shrubs each 300.00

M-167 Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work

for turfing cum 300.00

M-168 Sodium vapour lamp each 8800.00

M-169 Square Rubble Coursed Stone cum 350.00

M-170 Steel circular hollow pole of standard specification for street lighting

to mount light at 5 m height above deck level each 25500.00

M-171 Steel circular hollow pole of standard specification for street lighting

to mount light at 9 m height above road level each 37400.00

M-172 Steel drum 300 mm dia 1.2 m high/empty bitumen drum nos 100.00

M-173 Steel helmet and cushion block on top of pile head during driving. kg 520.00

M-174 Steel pipe 25 mm external dia as per IS:1239 metre 65.00

M-175 Steel pipe 50 mm external dia as per IS:1239 metre 165.00

M-176 Steel wire rope 20 mm kg 65.00

M-177 Steel wire rope 40 mm kg 65.00

M-178 Strip seal expansion join metre 9450.00

M-179 Structural Steel tonne 47250.00

M-180 Super plasticizer admixture IS marked as per 9103-1999 kg 110.00

M-181 Synthetic Geogrids as per clause 3102.8 and approved design and

specifications. sqm 200.00

M-182 Through and bond stone each 30.00

M-183 Tie rods 20mm diameter nos 250.00

M-184 Tiles size 300 x 300 mm and 25 mm thick each 85.00

M-185 Timber cum 13956.00

M-186

Traffic cones with 150 mm reflective sleeve

Nos

250.00

185

M-187 Tube anchorage set complete with bearing plate, permanent wedges

etc nos 3500.00

M-188 Unslaked lime tonne 17600.00

M-189 Water KL 210.00

M-190 Water based cement paint litre 48.00

M-191 Welded steel wire fabric kg 57.00

M-192 Wire mesh 50mm x 50mm size of 3mm wire kg 80.00

M-193 Wooden ballies 2" Dia for bracing each 260.00

M-194 Wooden ballies 8" Dia and 9 m long each 720.00

M-195 Wooden packing cum 9500.00

M-196 Wooden staff for fastening of flag 25 mm dia, one m long each 60.00



Overheads for Road Works 7.5 % and Water charge and sundries 1%

8.5%

Contractors profit for Road Works 7.50

%

Overheads for Bridge Works 20%

Overheads for Bridge Works (Rehabilitation) 30 %

Contractors profit for Bridge Works 7.50

%

Lead from Mixing Plant to working site (Concrete works) 10.00 km

Lead from Mixing Plant to working site (Pavement works) 20.00 km

Lead for E/W borrow area to site 5.00 km

186

STANDARD TABLE AND USEFUL DATA

FIELD LABORATORY EQUIPMENT

121.3 Laboratory equipment

The following items of laboratory equipment shall be provided in the field laboratory

121.3.1 General

(i) Oven - Electrically operated, thermoplastic ally controlled range upto

200oC sensitivity 1

oC

1 No.

(ii) Platform balance 300 kg capacity 1 No.

(iii) Electronic 20 kg capacity-self indicating type 1 No.

(iv) Electronic Balance 5 kg capacity accuracy 0.5 gm 2 Nos.

(v) Water bath-electrically operated and thermoplastically controlled with

adjustable shelves, sensitivity 1oC

1 No.

(vi) Thermometers :

Mercury-in-glass thermometer range 0o to 250

oC

Mercury-in-steel thermometer with 30 cm

stem, range upto 300oC

(vii) Kerosene or gas stove or electric hot plate 1 No.

(viii) Glassware, spatulas, wire gauzes, steel scales, measuring tape, casseroles,

karahis, enameled trays of assorted sizes, pestle-mortar, porcelain, dishes,

gunny bags, plastic bags, chemical, digging tools like pickaxes, shovels

etc.

(ix) Set of IS sieves with lid and pan:

450 mm diameter

63 mm, 53 mm, 37.5 mm, 26.5 mm, 13.2 mm, 9.5 mm, 6.7 mm and 4.75

mm size

1 set

200 mm diameter:

2.36 mm, 2.0 mm, 1.18 mm, 600 micron, 425 micron, 300 micron, 150

micron and 75 micron

2 sets

(x) Water testing kit 1 set

(xi) First aid box 1 set

121.3.2 For soils and aggregates

(i) Riffle Box 1 No.

(ii) Atterberg Limits (liquid and plastic limits) determination apparatus 1 set

(iii) Compaction Test Equipment both 2.5 kg and 4.5 kg rammers (Light and

Heavy compactive efforts) 1 set

187

(iv) dry Bulk Density Test apparatus (sand pouring cylinder, tray, can etc.)

complete 1 set

(v) Speedy Moisture Meter complete with chemicals 1 set

(vi) Post hole Auger with extensions 1 set

(vii) Core cutter apparatus 10 cm dia, 10/15 cm height, complete with dolly,

rammer etc.

1 set

(viii) Aggregate Impact Value Test apparatus/LosAngeles Abrasion Test

apparatus 1 set

(ix) Flakiness and Elongation Test Gauges 1 set

(x) Standard measures of 30, 15 and 3 litres capacity along with standard

tamping rod 1 set

(xi) California Bearing ratio test apparatus 1 set

(xii) Unconfined compression test apparatus 1 set

121.3.3 For bitumen and bituminous mixes

(i) Penetrometer with standard needles 1 set

(ii) Riffle box - small size 1 No.

(iii) Centrifuge type bitumen extractor, hand operated, complete with

petrol/commercial benzene 1 set

(iv) Marshall stability test apparatus, complete with all accessories 1 set

(v) Filed density bottle along with cutting tray, chisel, hammer and standard

sand 2 Nos.

(vi) 3 m straight edge 1 No.

(vii) Camber board 1 No.

(viii) core cutting machine with 10 cm dia diamond cutting edge 1 set

(ix) Vacuum pump and 3 specific gravity bottles 1 set

121.3.4 For cement and cement concrete

(i) Vicat apparatus for testing setting times 1 set

(ii) slump testing apparatus 4 sets

(iii) Compression and Flexual strength testing machine of 200 tonne capacity

with additional dial for flexural testing

1 No.

(iv) Needle Vibrator 2 Nos.

(v) Air Meter 1 No.

(vi) Vibrating hammer for vibrating dry mix as for Dry Lean Cement concrete

sub-base 1 No.

188

GENERAL

TABLE 100-6

PHYSICAL REQUIREMENTS OF COARSE AGGREGATES FOR

WATER BOUND MACADAM FOR SUB-BASE/BASE COURSED

Test Test method Requirements

1. * Los Angeles Abrasion value

Or

* Aggregate Impact Value

IS : 2386

(Part-4)

IS:2386

(Part-4) or IS:5640**

40 per cent (Max)

30 per cent (Max)

2. Combined Flakiness and

Elongation Indices (Total)

***

IS:2386

(Part-I)

30 per cent (Max)

* Aggregate may satisfy requirements of either of the two test.

** Aggregates like brick metal, kankar, laterite etc. which get softened in presences of water

shall be tested for Impact value under wet conditions in accordance with IS : 5640.

*** The requirement of flakiness index and elongation index shall be enforced only in the

case of crushed broken stone and crushed slag.

EARTH WORK, EROSION CONTROL AND DRAINAGE

Table 300-1

Density Requirements of Embankment and Sub-Grade Materials.

S.No. Type of work Maximum laboratory dry unit

weight when tested as per IS:2720

(Part 8)

1

2.

3.

Embankments upto 3 meters height, not

subjected to extensive flooding.

Embankments exceeding 3 meters height or

embankments of any height subject to long

periods of inundation

Sub-grade and earthen shoulders/verges/

backfill

Not less than 15.2 kN/m3

Not less then 16.0 kN/m3

Not less then 17.5 kN/m3

Note : 1. This table is not applicable for lightweight fill materials, e.g. cinder, fly ash etc.

2. The Engineer may relax these requirements at his discretion taking into account the

availability of materials for construction and other relevant factors.

3. The materials to be used in sub-grade should also satisfy design CBR at the, dry unit weight

applicable as per Table 300-2.

189

Table 300-2

Density Requirements for Embankment and Sub-grade.

S.No. Type of work Relative compaction as percentage

of Max. laboratory dry density as

per IS:2720 (Part 8)

1

2.

3.

Sub-grade and earthen shoulders.

Embankments.

Expansion clays.

(a) Sub-grade and 500mm portion just

below the sub-grade.

(b) Remaining portion of embankment

Not less than 97

Not less then 95

Not allowed

Not less than 90

The contractor shall, at least 7 working days before commencement of compaction, submit the following

to the Engineer for approval.

1. The values of maximum dry density and Optimum Moisture Content obtained in accordance

with IS:2720 (Part 7 or Para 8), as the case may be, appropriate for each of the fill materials

he intends to use.

2. A graph of density plotted against moisture content from which each of the values in ‘i’

above of maximum dry density and Optimum Moisture Content were determined.

3. The dry density – moisture content – CBR relationship for light, intermediate and heavy

compactive efforts (Light corresponding to IS:2720 (Part 7). Heavy corresponding to

IS:2720 (Part 8) ad intermediate in between the two) for each of the fill materials he intends

to use in the sub-grade.

EARTH WORK, EROSION CONTROL AND DRAINAGE

Table 300-03

Grading requirement for filter material.

Sieve Designation Percentage passing by weight

Class I Class II Class III

53 mm - - 100

45 mm - - 97-100

26.5 mm - 100 -

22.4 mm - 95-100 58-100

11.2 mm 100 48-100 20-60

5.6 mm 92-100 28-54 4-32

2.8 mm 83-100 20-35 0-10

1.4 mm 59-96 - 0-5

710 micron 35-80 6-18 -

355 micron 14-40 2-9 -

180 micron 3-15 - -

90 micron 0-5 0-4 0-3

190

TABLE 300-4

GRADING REQUIREMENTS FOR AGGREGATE DRAINS

Sieve Size Percent passing by weight

Type A Type B

63 mm - 100

37.5 mm 100 85-100

19 mm - 0-20

9.5 mm 45-100 0-5

3.35 mm 25-80 -

600 micron 8-45 -

150 micron 0-10 -

75 micron 0-5 -

SUB-BASE, BASE (NON-BITUMINOUS) AND SHOULDERS

Table 400-1

Grading for closed-graded granular sub-base materials.

IS Sieve Designation Percentage by weight passing the IS sieve

Grading I Grading II Grading III

75 mm 100 - -

53 mm 80-100 100 -

26.50 mm 55-90 70-100 100

9.50 mm 35-65 50-80 65-95

4.75 mm 25-55 40-65 50-80

2.36 mm 20-40 30-50 40-65

0.425 mm 10-25 15-25 20-35

0.075 mm 3-10 3-10 3-10

CBR Value (Minimum) 30 25 20

191

Table 400-2

Grading for coarse-graded granular sub-base materials.

IS Sieve Designation Percentage by weight passing the IS sieve

Grading I Grading II Grading II

75 mm 100 - -

53 mm - 100 -

26.50 mm 55-75 50-80 100

9.50 mm - - -

4.75 mm 10-30 15-35 25-45

2.36 mm - - -

0.425 mm - - -

0.075 mm <10 <10 <10

CBR Value

(Minimum)

30 25 20

Note: The materials passing 425 micron (0.425 mm) sieve for all the three grading when tested

according to IS:2720 (Part 5) shall have liquid limit ad plasticity index not more than 25% and

6% respectivel


Table 400-7

Grading requirement of Coarse Aggregate.

IS Sieve Designation Size Range IS Sieve Designation Percent by weight

passing

1. 90 mm to 45 mm 125 mm 100

90 mm 90-100

63 mm 25-60

45 mm 0-15

22.4 mm 0-5

2. 63 mm to 45 mm 90 mm 100

63 mm 90-100

53 mm 25-75

45 mm 0-15

22.4 mm 0-5

3. 53 mm to 22.4 mm 63 mm 100

53 mm 95-100

45 mm 65-90

22.4 mm 0-10

11.2 mm 0-5

Note : The compacted thickness for a layer with Grading I shall be 100 mm while for layer with other

Grading i.e. II & II, it shall be 75 mm.

192

Table 400-8

Grading for Screenings.

IS Sieve Designation Size Range IS Sieve Designation Percent by weight

passing

A. 13.2 mm 13.2 mm 100

11.2 mm 95-100

5.6 mm 15-35

180 micron 0-10

B. 11.2 mm 11.2 mm 100

5.6 mm 90-100

180 micron 15-35


Table 400-9

Approximate Quantities of Coarse Aggregate and Screening Required for 100/75 mm compacted

thickness of Water Bound Macadam (WBM) sub-base/base course for 10 m2 area.

Classification Size

range

Compacted

thickness

Loose

Quantit

y

Screenings

Stone Screenings Crushable type such as

Moorum or Gravel

Grading

Classification

& size

For WBM

sub-base/

base course

(Loose Qty.)

Grading

Classificat

ion & size

Loose

Qty.

Grading-I 90mm

to

45mm

100 mm 1.21 to

1.43 m3

Type A 13.2

mm

0.27 to 0.30

m3

Not

uniform

0.30 to

0.32 m3

Grading-II 63mm

to 45

mm

75mm 0.91 to

1.07 m3

Type A 13.2

mm

0.12 to 0.15

m3

Not

uniform

0.22 to

0.24 m3

Grading-II 63mm

to 45

mm

75mm 0.91 to

1.07 m3

Type B 11.2

mm

0.20 to 0.22

m3

Not

uniform

0.22 to

0.24 m3

Grading-III 53mm

to 22.4

mm

75mm 0.91 to

1.07 m3

Type B 11.2

mm

0.18 to 0.21

m3

Not

uniform

0.22 to

0.24 m3

193

Table 400-10

Physical requirements of coarse aggregate wet mix macadam for sub-base/base course.

S.No. Test Test Method Requirements

1. *Los Angles Abrasion Value

OR

*Aggregate Impact Value

IS : 2386 (Part 4)

IS : 2386 (Part 4) or

IS 5640

40 percent (Max.)

30 percent (Max.)

2. Combined Flakiness and Elongation

Indices (Total)

IS : 2386 (Part 1) 30 percent (Max.)**

* Aggregate may satisfy requirements of either of the two tests.

** To determine this combined proportion, the flaky stone from a representative sample should first

be separated out. Flakiness index is weight of flaky stone metal divided by weight of stone sample.

Only the elongated particles be separated out from the remaining (non-flaky) stone metal.

Elongation index is weight of elongated particles divided by total non-flaky particles. The value of

flakiness index and elongation index so found are added up.


Table 400-11

Grading Requirements of Aggregate for Wet Mix Macadam

IS Sieve

Designation

Percent by weight

Passing the IS Sieve

53.00 mm 100

45.00 mm 95-100

26.50 mm -

22.40 mm 60-80

11.20 mm 40-60

4.75 mm 25-40

2.36 mm 15-30

600 micron 8-22

75 micron 0-8

194

BASE AND SURFACE COURSES (BITUMINOUS)

TABLE 500-1

VISCOSITY REQUIREMENT AND QUANTITY OF LIQUID

BITUMINOUS PRIMER

Type of surface Kinematic Viscosity

of Primer at the 60°C

(Centistokes)

Quantity of Liquid

Bituminous Material

per 10 Sq.m.

(kg)

Low prosity 30-60 6 to 9

Midium porosity 70-140 9 to 12

High porosity 250-500 12 to 15

TABLE 500-3

PHYSICAL REQUIREMNTS FOR COARSE AGGREGATES FOR

BITUMINOUS MACADAM

Property Test Specification

Cleanliness Grain size analysis

1 Max 5 % passing 0.075 mm sieve

Particle Shape Flakiness and Elongation Index

(Combined)2

Max 30 %

Strength* Los Angeles Abrasion Value3

Aggregate Impact Value3

Max 40 %

Max 30 %

Durability Soundness:4

Sodium Sulphate

Magnesium Sulphate

Max 12 %

Max 18 %

Water Absorption Water absorption5 Max 2 %

Stripping Coating and Stripping of Bitumen

Aggregate Mixtures6

Minimum retained coating

95 %

Water Sensitivity7 Retained tensile Strength Min 80 %

Notes: 1. IS: 2386 Part 1

2. IS: 2386 Part 1

3. IS: 2386 Part 4*

4. IS: 2386 Part 5

5. IS: 2386 Part 3

(The elongation test to be done only on non-flaky aggregate in the sample)

6. IS: 6241

7. The water sensitivity test is only to be carried out if the minimum retained

coating in the stripping test is less than 95%

* Aggregate may satisfy requirements of either of these two tests.

195


Table 500-4

Composition of Bituminous Macadam

Mix designation nominal

Aggregate size layer

Thickness IS Sieve (mm)

Grade-I

40mm

80-100 mm

Grade-II

19mm

50-75 mm

Cumulative % by Weight of .total aggregate passing

45 100 -

37.5 90-100 -

26.5 75-100 100

19 - 90-100

13.2 35-61 56-88

4.75 13-22 16-36

2.36 4-19 4-19

0.3 2-10 2-10

0.075 0-8 0-8

Bitumen content % by weight

Of total mixture1

3.1 – 3.4 3.3 – 3.5

Bitumen Grade 35 – 90 35 - 90

Note: 1. Appropriate bitumen contents for conditions in cooler areas of India may be upto 0.5% higher

subject to the approval of the Engineer.


Table 500-5

Manufacturing and Rolling Temperatures.

Bitumen

Penetration

Bitumen

Mixing

(oC)

Aggregate

Mixing

(oC)

Mixed

Material

(oC)

Rolling

(oC)

Laying

(oC)

35 160-170 160-175 170 Maximum 100 Minimum 130 Minimum



196

Table 500-6

Composition of Penetration Macadam

IS Sieve

Designation (mm)

Cumulative percent by weight of total aggregate passing

For 50mm compacted thickness For 75mm compacted thickness

Coarse

Aggregate

Key Aggregate Coarse

Aggregate

Key Aggregate

63 - - 100 -

45 100 - 58 – 82 -

26.5 37 -72 - - 100

22.4 - 100 5 – 27 50 - 75

13.2 2 – 20 50 – 75 - -

11.2 - - - 5 – 25

5.6 - 5 -25 - -

2.8 0 – 5 0 – 5 0 – 5 0 – 5

Approx. Loose

Aggregate Quantities

cu.m/m2

0.06 0.015 0.09 0.018

Binder quantity

(penetration grade)1

(kg/m2)

5 6.8

Note: 1. If cutback bitumen is used, adjust binder quantity such that the residual bitumen is equal to the

values in this table.


Table 500-7

Grading requirements for coarse & key aggregates for built-up spray grout.

IS Sieve Designation Cumulative percent by weight of total aggregate passing

Coarse Aggregate Key Aggregate

53.0 mm 100 -

26.5 mm 40-75 -

22.4 mm - 100

13.2 mm 0-20 40-75

5.6 mm - 0-20

2.8 mm 0-5 0-5

197

Table 500-9

Grading requirements for mineral filler.

IS Sieve Cumulative percent passing by weight of total

aggregate

0.6 100

0.3 95-100

0.075 85-100


Table 500-10

Composition of Dense Graded Bituminous Macadam Pavement Layers.

Grading 1 2

Nominal Aggregate size 40 mm 25 mm

Layer Thickness 80-100 mm 50-75 mm

IS Sieve1 (mm) Cumulative % by weight of total aggregate passing

45 100 -

37.5 95-100 100

26.5 63-93 90-100

19 - 71-95

13.2 55-75 56-80

9.5 - -

4.75 38-54 38-54

2.36 28-42 28-42

1.18 - -

0.6 - -

0.3 7-21 7-21

0.15 - -

0.075 2-8 2-8

Bitumen content % by mass

Of total mix2

Min 4.0 Min 4.5

Bitumen grade (pen.) 65 or 90 65 or 90

Note:1. The combined aggregate grading shall not vary from the low limit on one sieve to the

high limit on the adjacent sieve.

2. Determined by the Marshall method.

198

Table 500-11

Requirements Dense Graded Bituminous Macadam Mix.

Minimum stability kN at 60oC 9.0

Minimum flow (mm) 2

Maximum flow (mm) 4

Compaction level (Number of blows) 75 blows on each of the two faces of the

specimen

Percent air voids 3-6

Percent voids in mineral aggregate (VMA) See Table 500-12 below

Percent voids filled with bitumen (VFB) 65-75


Table 500-12

Minimum percent Voids in Mineral Aggregate (VMA).

Nominal Maximum

Particle size1 (mm)

Minimum VMA, percent related to Design Air Voids, Percfent2

3.0 4.0 5.0

9.5 14.0 1.50 16.0

12.5 13.0 14.0 15.0

19.0 12.0 13.0 14.0

25.0 11.0 12.0 13.0

37.5 10.0 11.0 12.0

Note:1. The nominal maximum particle size is one size larger than the first sieve to retain more

than 10 percent.

2. Interpolate minimum voids in the mineral aggregate (VMA) for design air voids values

between those listed.

Table 500-13

Permissible variations from the Job Mix Formula.

Description Permissible Variation

Base/Binder course Wearing Course

Aggregate passing 19mm sieve or larger ± 8% ± 7%

Aggregate passing 13.2mm, 9.5 mm ± 7% ± 6%

Aggregate passing 4.75 mm ± 6% ± 5%

Aggregate passing 2.36mm, 1.18mm, 0.6mm ± 5% ± 4%

Aggregate passing 0.3mm, 0.15 mm ± 4% ± 3%

Aggregate passing 0.075 mm ± 2% ± 1.5%

Binder content ± 0.3% ± 0.3%

Mixing temperature ± 10 oC ± 10

oC

199


Table 500-15

Composition of Semi-Dense Bituminous Concrete Pavement Layers.

Grading 1 2


Layer Thickness 35- 40 mm 25-30 mm


45 - -

37.5 - -

26.5 - -

19 100 -

13.2 90-100 100

9.5 70-90 90-100

4.75 35-51 35-51

2.36 24-39 24-39

1.18 15-30 15-30

0.6 - -

0.3 9-19 9-19

0.15 - -

0.075 3-8 3-8


Of total mix2

Min 4.5 Min 5.00

Bitumen grade (pen.) 65 65

Note: 1.The combined aggregate grading shall not vary from the low limit on one sieve to

the high limit on the adjacent sieve.



Table 500-16

Requirements for Semi-Dense Bituminous Pavement Layers.


Minimum flow (mm) 2

Maximum flow (mm) 4

Compaction level (Number of blows) 75 blows on each of the two faces of the

specimen


Percent voids in mineral aggregate (VMA) See Table 500-12


200

Table 500-18

Composition of Bituminous Concrete Pavement Layers.

Grading 1 2


Layer Thickness 50-65 mm 30-45 mm


45 - -

37.5 - -

26.5 100 -

19 79-100 100

13.2 59-79 79-100

9.5 52-72 70-88

4.75 35-55 53-71

2.36 28-44 42-58

1.18 20-34 34-48

0.6 15-27 26-38

0.3 10-20 18-28

0.15 5-13 12-20

0.075 2-8 4-10


Of total mix2

5.0 – 6.0 5.0 – 7.0

Bitumen grade (pen.) 65 65

Note:1. The combined aggregate grading shall not vary from the low limit on one sieve to the

high limit on the adjacent sieve.



Table 500-19

Requirements for Bituminous Pavement Layers.


Minimum flow (mm) 2

Maximum flow (mm) 4

Compaction level (Number of blows) 75 blows on each of the two faces of the specimen


Percent voids in mineral aggregate (VMA) See Table 500-12


Loss of stability on immersion in water at 60oC

(ASTM D 1075)

Min. 75 percent retained strength

201

Table 500-20

Nominal Rates of spread for Binder and Chippings.

Nominal Chipping Size mm Binder (Penetration grade

bitumen) (kg/m2)

Chips

Cum/m2

19 1.2 0.015

13 1.0 0.010

10 0.9 0.008

6 0.75 0.004

Note :

1. These rates of spread are for pricing purpose – see clause 510.23 and clause 510.8

2. For emulsion, these rates of spread are for the residual bitumen and appropriate

adjustment must be made to determine the total quantity.

3. Refer to Manual for Construction and Supervision of Bituminous Works for the

procedure of determining the rates of spread of binder and chips.


Table 500-21

Grading requirements for Chips for Surface Dressing.

IS Sieve

Designation

(mm)

Cumulative percent by weight of total aggregate passing for the following

nominal sizes (mm)

19 13 10 6

26.5 100 - - -

19.0 85-100 100 - -

13.2 0-40 85-100 100 -

9.5 0-7 0-40 85-100 100

6.3 - 0-7 0-35 85-100

4.75 - - 0-10 -

3.35 - - - 0-35

2.36 0-2 0-2 0-2 0-10

0.60 - - - 0-2

0.075 0-1.5 0-1.5 0-1.5 0-1.5

Minimum 65%

By weight of

Aggregate

Passing 19 mm

retained 13.2mm

Passing 13.2mm

retained 9.5mm

Passing 9.5mm

retained 6.3mm

Passing 6.3mm

retained 3.35mm

202

Table 500-22

Spraying Temperatures for Binders.

Binder grades Whirling spray jets Slot jets

Min. oC Max

oC Min.

oC Max

oC

Penetration

Grades

400/500 160 170 140 150

280/320 165 175 150 160

180/200 170 190 155 165

80/100 180 200 165 175


Table 500-23

Quantities of materials Required for 10 Sqm. of Road surface for 20mm Thick open graded premix

surfacing using penetration bitumen or cutback.

Aggregates

(a)

(b)

Nominal Stone size 13.2mm (passing 22.4mm sieve

and retained on 11.2mm sieve)

Nominal Stone size 11.2mm (passing 13.2mm sieve

and retained on 5.6mm sieve)

Total

0.27 m3

Binder

(a)

(b)

(quantities in terms of Straight run bitumen)

For 0.18m3 of 13.2mm nominal size stone at 52 kg

bitumen per m3

For 0.09 m3 of 11.2mm nominal size stone at 56 kg

bitumen per m3

Total 14.6 kg.

203

Table 500-24

Quantities of aggregate for 10m2 area

(A)

(B)

Premix Carpet

(a) Coarse aggregate nominal 13.2mm size, passing

IS 22.4mm sieve and retained on IS 11.2mm

sieve.

(b) Coarse aggregate nominal 11.2mm size (passing

IS 13.2mm sieve and retained on IS 5.6mm sieve)

For Seal Coat :

Refer to Clause 513

0.18 m3

0.09 m3

Table 500-25

Quantities of emulsion Binder.

(A)

(B)

For Premix Carpet

For Seal Coat :

(a) for liquid seal coat

(b) for premix seal coat

For 10m2 area

20 to 23 kg

12 to 14 kg

10 to 12 kg


Table 500-26

Aggregate Gradation

IS Sieve Designation (mm) Cumulative percent by weight of total aggregate passing

Type A Type B

13.2 mm - 100

11.2 mm 100 88-100

5.6 mm 52-88 31-52

2.8 mm 14-38 5-25

0.090 mm 0-5 0-5

204

Table 500-27

Size requirements for Coarse Stone Aggregates.

S.No. Nominal size of

aggregate

Designation of sieve

through which the

aggregates shall wholly

pass

Designation of sieve on

which the aggregates shall

be wholly retained

(i) 75 mm 106 mm 63 mm

(ii) 63 mm 90 mm 53 mm

(iii) 45 mm 53 mm 26.5 mm

(iv) 26.5 mm 45 mm 22.4 mm

(v) 22.4 mm 26.5 mm 13.2 mm

(vi) 13.2 mm 22.4 mm 11.2 mm

(vii) 11.2 mm 13.2 mm 6.7 mm

(viii) 6.7 mm 11.2 mm 2.8 mm


Table 500-28

Percentage Reduction in Volume of Aggregates.

S.No. Standard size of aggregates Percentage reduction in volume

computed by stack measurements to

arrive at the volume to be paid for

1. 75 mm and 63 mm 12.5

2. 45 mm and 26.5 mm 10.0

3. 22.4 mm, 13.2 mm, 11.2 mm and 6.7 mm 5.0

4. Fine aggregate 5.0

Table 500-29

Requirements for Physical Properties of Binder.

Property Test method Requirement

Penetration at 25 oC IS 1203 15 ± 5*

Softening point, oC IS 1205 65 ± 10

Loss on heating for 5h at 163oC, % of mass

Max.

IS 1212 2.0

Solubility in trichloroethylene, % by mass Min. IS 1216 95

Ash (mineral matter), % by mass Max IS 1217 1.0

* In cold climatic regions (temperature ≤ 10oC), a softer penetration grade of 30/40 may be used.

205

Table 500-30

Grade and Thickness of Mastic Asphalt paving and Grading of Coarse Aggregate.

Application Thickness

Range (mm)

Nominal size of

coarse aggregate

(mm)

Coarse aggregate

content, % by mass

of total mix

Roads and carriageways 25-50 13 40 ± 10

Heavily stressed areas i.e.

junctions and toll plazas

40-50 13 45 ± 10

Nominal size of coarse aggregate 13 mm

IS Sieve (mm) Cumulative % passing by weight

19 100

13.2 88-96

2.36 0-5


Table 500-31

Grading of Fine Aggregates (Inclusive of Filler)

S.No. IS Sieve Percentage by weight of

aggregate

1. Passing 2.36 mm but retained on 0.60 mm 0-25



4. Passing 0.075 mm 30-35

Table 500-32

Composition of Mastic Asphalt Blocks without Coarse Aggregates.

S.No. IS Sieve Percentage by weight of aggregate

Minimum Maximum

1. Passing 2.36 mm but retained on 0.60 mm 0 22



4. Passing 0.075 mm 25 45

5. Bitumen content 14 17

206


Table 500-33

Aggregate Grading, Binder Content and Approximate Coverage Rate.

Sieve Size (mm) Percentage by mass passing finished thickness of sealing

5 mm 3 mm 1.5 mm

9.5 100 - -

4.75 90-100 100 -

3.35 - 80-100 100

2.36 65-90 75-100 95-100

1.18 45-70 55-90 70-95

0.600 30-50 35-70 55-75

0.300 18-30 20-45 30-50

0.150 10-21 10-25 10-30

0.075 5-15 5-15 5-15

Quantity of residual

Binder, percentage by

mass of aggregate

7.5-13.5 10-16 12-20

Approximate

Coverage rate(kg/m2)

8-15 4-6 2-4

Table 500-34

Minimum Recovered Binder Penetration of Recycled mixture..

Specified Grade of Binder (Penetration) Minimum Recovered Penetration value of

Binder after mixing

45

65

90

27

39

54


Table 500-42

Requirements for Sand Asphalt Base Coarse.

Parameter Requirement

Minimum stability (kN at 60oC) 2.0

Minimum flow (mm) 2

Compaction level (Number of blows) 2 x 75

Percent air voids 3 – 5

Percent voids in mineral aggregate (VMA) > 16


207


Table 500-44

Requirements of polymer modified binders (Elastomeric Thermoplastics and Rubber Latex).

Designation Grade and Requirement Method of

Test PMB 120 PMB 70 PMB 40

Penetration at 25oC, 0.1mm, 100g. 5 sec.

Penetration at 4oC, 0.1mm, 200g, 60 sec.

Minimum*

Softening Point, (R&B), oC, Minimum

Fraass Breaking Point, oC, Maximum*

Ductility at 27oC, cm, Minimum

Flash Point, COC, oC, Minimum

Elastic Recovery of Half thread in

Ductilometer at 15oC, %, Minimum

Separation, Difference in Softening

Point,

R&B, oC, Maximum

Viscosity at 150oC, Poise

90 to 150

35

38

-24

75

220

70

(50)**

4

1-3

50 to 89

22

48

-16

50

220

60

(40)**

4

2-6

30 to 49

18

59

-12

50

220

50

(30)**

4

4-8

IS: 1203-1978

IS: 1205-1978

IS: 1205-1978

IS: 9381-1978

IS: 1208-1978

IS: 1209-1978

ASTM

D5976-1996

ASTM

D5976-1996

IS: 1206-1978

Test on Thin film Oven Test Residue, TFOT (IS:9382-1979)



Penetration at 4oC, 0.1mm, 200g, 60 sec.

Loss in Weight, %, Maximum

Increase in Softening Point, oC,

Maximum

Reduction in Penetration at 25oC, %,

Maximum

Elastic Recovery of Half Thread in


18

1.0

7

35

60

(35)**

15

1.0

6

35

40

(30)**

12

1.0

5

35

35

(25)**

IS: 1203-1978

IS: 9382-1979

IS: 1205-1978

IS: 1203-1978

ASTM

D5976-1996

* Relevant to snow bound cold climate areas.

** Natural Rubber Modified Bitumen

208


Table 500-45

Requirements of polymer modified binders (Plastomeric Thermoplastics).



Penetration at 25oC, 0.1mm, 100g. 5

sec.

Penetration at 4oC, 0.1mm, 200g, 60

sec.

Minimum*


Fraass Breaking Point, oC, Maximum*

Ductility at 27oC, cm, Minimum

Flash Point, COC, oC, Minimum



Separation, Difference in Softening

Point,

R&B, oC, Maximum

Viscosity at 150oC, Poise

90 to 150

35

38

-20

50

220

60

3

1-2

50 to 89

22

48

-15

40

220

50

3

2-4

30 to 49

18

59

-10

30

220

40

3

4-8

IS: 1203-1978

IS: 1205-1978

IS: 1205-1978

IS: 9381-1978

IS: 1208-1978

IS: 1209-1978

ASTM

D5976-1996

ASTM

D5976-1996

IS: 1206-1978

Test on Thin film Oven Test Residue, TFOT (IS:9382-1979)



Penetration at 4oC, 0.1mm, 200g, 60

sec.

minimum*

Loss in Weight, %, Maximum

Increase in Softening Point, oC,

Maximum


Maximum

Elastic Recovery of Half Thread in


18

1.0

7

35

45

15

1.0

6

35

35

12

1.0

5

35

30

IS: 1203-1978

IS: 9382-1979

IS: 1205-1978

IS: 1203-1978

ASTM

D5976-1996

* Relevant to snow bound cold climate areas.

209


Table 500-46

Requirements of polymer modified binders (Treated with Modified Crumb Rubber).


Test CRMB 60 CRMB 55 CRMB 50

Penetration at 25oC, 0.1mm, 100g. 5

sec.




50-70

50

40

50-60

55

35

40-60

60

30

IS: 1203-1978

IS: 1205-1978

ASTM

D5976-1996

Test on Thin Film Oven Test Residue (IS: 9382-1979)


Maximum

Increase in Softening Point, (R&B) oC,

Maximum

Elastic Recovery of Residue Half

Thread in Ductilometer at 15oC, %,

Minimum

60

5

25

60

5

20

60

5

15

IS:1203-1978

IS:1205-1978

ASTM

D5976-1996

CRMB - Crumb Rubber Modified Bitumen

QUALITY CONTROL FOR ROAD WORKS

Table 900-1

Tolerances in Surface Levels.

1. Sub-Grade + 20mm

- 25mm

2. Sub-base + 10mm

a) Flexible pavement

b) Concrete Pavement

(Dry lean concrete or rolled concrete)

- 20mm

+ 6mm

- 10mm

3. Base Course for flexible pavement.

a) Bituminous Course

b) Other than bituminous

i) Machine laid

ii) Manually laid.

+ 6mm

- 6mm

+ 10mm

- 10mm

+ 15mm

- 15mm

4. Wearing course flexible pavement.

i) Machine laid

ii) Manually laid.

+ 6mm

- 6mm

+ 10mm

- 10mm

5. Cement Concrete pavement + 5mm

- 6mm*

* This may not exceed – 8mm at 0-30 cm from the edges.

210


Table 900-2

Maximum Permitted number of Surface Irregularities.

Surface of carriageways and paved

shoulders

Surface of laybys, service areas and all

bituminous base course

Irregularity 4mm 7 mm 4 mm 7mm

Length (m) 300 75 300 75 300 75 300 75

National

Highways/

Expressway*

20 9 2 1 40 18 4 2

Road of

Lower

category*

40 18 4 2 60 27 6 3

* Category of each section of road as described in the contract.

The maximum allowable difference between the road surface and underside of a 3m straight edge

when placed parallel with, or at right angles to the center line of the road at points decided by the

Engineer shall be :

(i) For Pavement surface (bituminous and cement concrete) 3mm

(ii) For Bituminous base courses. 6mm

(iii) For Granular sub-base/base courses. 8mm

(iv) For Sub-base under concrete pavements 10mm


Table 900-3

Control tests and their Minimum Frequency for Sub-Bases and Bases (Excluding bitumen Bound

Bases).

S.

No.

Type of

Construction

Test Frequency (Min.)

1.

2.

3.

Granular

Lime/Cement

Stablised Soil

Sub- base

Water Bound

Macadam

(i) Gradation

(ii) Atterberg Limits

(iii) Moisture content prior to

compaction.

(iv) Density of compacted layer

(v) Deleterious constituents

(vi) CBR

(i) Quality of Lime/Cement

(ii) Lime/Cement Content

(iii) Degree of pulverization

(iv) CBR or unconfined

compressive strength test on

a set of three specimens.

(v) Moisture content prior to

compaction

(vi) Density of compacted layer

(vii) Deleterious constituents

(i) Aggregate impact value

(ii) Grading

One test per 200 m3

One test per 200 m3

One test per 250 m3

One test per 500 m3

As required

As required

One test for each consignment

subject to a minimum of one test

per 5 tonnes.

Regularly through procedural

checks.

Periodically as considered

necessary

As required

One test per 250 m2

One test per 500 m2

As required

One test Per 200 m3 of aggregate

One test per 100 m3

211

4.

Wet Mix

Macadam

(iii) Flakiness index and

Elongation index.

(iv) Atterberg limits of binding

material

(v) Atterberg limits of portion of

aggregate passing 425 micron

sieve.

(i) Aggregate impact value

(ii) Grading

(iii) Flakiness index and Elongation

index

(iv) Atterberg limits of portion of

aggregate passing 425 micron

sieve.

(v) Density of compacted layer

One test per 200 m3 of aggregate

One test per 25m3 of binding

material.






One test per 500 m2


Table 900-4

Control tests for Bituminous Works, and their Minimum Frequency

S.

No.

Type of

Construction


1.

2.

Primer Coat/ Tack

Coat/For spray

Seal coat/ surface

dressing

(i) Quality of binder

(ii) Binder temperature for

application

(iii) Rate of spread of binder


(ii) Aggregate Impact value/ Los

Angles Abrasion Value

(iii) Flakiness Index or Elongation

Index

(iv) Stripping value of aggregates

(Immersion Tray Test)

No. of samples per lot to be

and tests as per IS:73, IS:217

and IS:8887 as applicable

At regular close intervals

One test per 500m2 and not less

than two test per day.

Same as mentioned under

Serial No.1


-do-

Initially one set of 3

representative specimens for

each source of supply. Sub-

sequently when warranted by

changes in the quality of

aggregates.

212

(v) Water absorption of aggregate

(vi) Water sensitivity of mix

(vii) Grading of aggregates

(viii) Soundness (Magnesium and

Sodium Sulphate)

(ix) Polished stone value

(x) Temperature of binder at

application

(xi) Rate of spread of materials

--------------do-----------


representative specimens for

each source of supply. Sub-

sequently when warranted by

changes in the quality of

aggregates. (if required)

One test per 25m3 of aggregate.

Initially, one determination by

each method for each source of

supply, then as warranted by

change in the quality of the

aggregates.

As required

At regular close intervals.

One test per 500 m2 of work,

and, not less than two tests per

day.


Table 900-4

Control tests for Bituminous Works, and their Minimum Frequency.

S.

No.

Type of

Construction


3.

Open-graded

Premix Surfacing/

Close-graded

Premix Surfacing

(xii) Percentage of fractured faces


(ii) Aggregate Impact Value/ Los

Angeles Abrasion Value

(iii) Flakiness Index and Elongation

Index

(iv) Stripping Value

(v) Water absorption of aggregates


(vii) Grading of aggregates


Sodium Sulphate)


When gravel is used, one test

per 50m3 of aggregate.


Serial No.1


Serial No.2

--do--


Serial No.2


Serial No.2


Serial No.2


Serial No.2


Serial No.2

As required

213

4.

Bituminous

Macadam


application

(xi) Binder content

(xii) Rate of spread of mixed

material

(xiii) Percentage of fractured faces





Index


(v) Water sensitivity of mix

(vi) Grading of aggregates

(vii) Water absorption of aggregates


One test per 500m3 and not less

than two tests per day.

Regular control through checks

of layer thickness


Serial No.2


Serial No.1


Serial No.2


Serial No.2


Serial No.2

-do-

Two tests per day per plant

both on the individual

constituents and mixed

aggregates from the dryer


Serial No.2


Table 900-4


S.

No.

Type of

Construction


5.

Bituminous

Penetration

Macadam/Built-up


Sodium Sulphate)

(ix) Percentage of fractured faces

(x) Binder content and aggregate

grading

(xi) Control of temperature of

binder and aggregate for mixing and of

the mix at the time of laying

and rolling.


material

(xiii) Density of compacted layer



Serial No.2


Serial No.2

Periodic, subject to minimum

of two tests per day per plant.

At regular close intervals.


of layer thickness.

One test per 250m2 of area.


Serial No.1

One test per 200 m3 of

214

6.

Spray-Grout

Dense Bituminous

Macadam/ Semi

Dense Bituminous

Concrete/

Bituminous

Concrete




Index


(v) Water absorption of aggregates


(vii) Aggregate grading


Sodium Sulphate)



application

(xi) Rate of spread of mixed

material





Index


aggregate

-do-


Serial No.2

Same as Serial No.2

Same as Serial No.2

One test per 100 m3 of

aggregate


Serial No.2


Serial No.2



Serial No.2


Serial No.1


Serial No.2

-do-


Serial No.2

215


Table 900-4


S.

No.

Type of

Construction


7.

Mastic Asphalt

(v) Soundness (Magnesium and

Sodium Sulphate)

(vi) Water absorption of aggregates

(vii) Sand equivalent test

(viii) Plasticity Index


(x) Percentage of fractured faces

(xi) Mix grading

(xii) Stability of Mix

(xiii) Water sensitivity of mix

(Retained Tensile Strength)

(xiv) Swell test on the mix

(xv) Control of temperature of

binder in boiler, aggregate in the dryer

and mix at the time of laying

and rolling

(xvi) Control of binder content and

grading of the mix

(xvii) Rate of spread of mixed

material

(xviii) Density of compacted layer






Serial No.2

As in Serial No.2

As required

As required

As required, for Semi Dense

Bituminous Concrete/d

Bituminous Concrete


Serial No.2

One set of tests on individual


aggregate from the dryer for

each 400 tonnes of mix subject

to minimum of two tests per

plant per day.

For each 400 tonnes of mix

produced, a set of 3 Marshall

specimens to be prepared and

tested for stability, flow value,

density and void content

subject to a minimum of two

sets being tested per plant per

day


Serial No.2

As required for the Bituminous

Concrete


One test for each 400 tones of

mix subject to a minimum of

two sets per day per plant


on the weight of mixed material

and layer thickness

One test per 250 m2 area


Serial No.1


Serial No.2

-do-

216

Index


-do-


Table 900-4


S.

No.

Type of

Construction


8.

9.

Slurry seal

Recycled material



(vii) Water absorption of aggregates


Sodium Sulphate)


(x) Binder content and aggregates

grading

(xi) Control of temperature of



and rolling


material

(xiii) Hardness number


(ii) Film stripping test

(i) Binder content and aggregate

grading

(ii) Recovered binder penetration

(iii) Mix stability (Remix/ Repave)

-do-





Same as in Serial No.2


Serial No.2


Serial No.2


of two tests per day per plant



of layer thickness

One test for each 400 tonnes of


two tests per day


Serial No.1


representative speciments for

each source of supply, then as

warranted by changes in the

quality of aggregates.

Minimum of one test per 25m3

of recycled material

Minimum of one test per 50m3

of recycled material


recycled, a set of 3 Marshall


tested for stability, flow,

density and void content,

subject to minimum of two sets

of tests per day

217

10.

Cold Mix





Index



Serial No.1


Serial No.2

-do-

-do-

218


Table 900-4


S.

No.

Type of

Construction


11.

Sand Asphalt Base

Course



(vii) Percentage minimum coating

(viii) Water absorption of aggregates

(ix) Soundness (Magnesium and

Sodium Sulphate)

(x) Percentage of fractured faces

(x) Binder content and aggregates

grading

(xi) Mix stability


(ii) Los Angles Abrasion Value

(iii) Sand equivalent test

(iv) Plasticity Index

(v) Mix grading

(vi) Stability of Mix

-do-






Same as in Serial No.2


Serial No.2

When gravel is used, one test

per 50m3 of aggregate


of two tests per day per plant







of tests per day


Serial No.1


Serial No.2

As required

As required

One set of test on individual


aggregate from the dryer for

each 400 tonnes of mix subject

to a minimum of two tests per

plant per day







of tests per day

219


Table 900-4


S.

No.

Type of

Construction


12.

13.

Modified Binder

Geotextiles

(vii) Control of temperature of



and rolling

(viii) Control of binder content and

grading of the mix

(ix) Rate of spread of mixed

material

(x) Density of compacted layer

(i) Softening Point

(ii) Penetration at 25oC and 4

oC

(iii) Elastic Recovery

(iv) Ductility

(v) Flash Point

(vi) Fraass Breaking

(vii) Viscosity at 150oC

(viii) Thin film oven test,

penetration, softening point, elastic

recovery of residue, loss on

heating

(i) The requirements of Clause

704.3.1 of the Ministry's

Specification for Road and

Bridge Works (third revision) shall

apply.


One test for each 400 tonnes of


two tests per day per plant

Regular control and through

checks on the weight of mixed

material and layer thickness

One test per 250 m2 area

Initially on submission

thereafter daily if site blended,

weekly if pre-blended

-do-

-do-

-do-

-do-

Initially on submission

-do-

-do-

220

MATERIAL FOR STRUCTURE

TABLE 1000-1

REQUIREMENTS OF COURSE AGGREGATE

IS Sieve Size

Per cent by Weight Passing the Sieve

40 mm 20 mm 12.5 mm

63 mm 100 - -

40 mm 95-100 100 -

20 mm 30 -70 95-100 100

12.5 mm - - 90-100

10 mm 10-35 25-55 40-85

4.75 mm 0-5 0-10 0-10

TABLE 1000-2

SAND / FINE AGGREGATE

IS Sieve Size

Per cent by Weight Passing the Sieve

Zone I Zone II Zone III

10 mm 100 100 100

4.75 mm 90 - 100 90 - 100 90 - 100

2.36 mm 60 - 95 75 - 100 85 - 100

1.18 mm 30 - 70 55 - 90 75 - 100

600 micron 15 - 34 35 - 59 60 - 79

300 micron 5 - 20 8 - 30 12 - 40

150 micron 0 - 10 0 -10 0 - 10

MATERIAL FOR STRUCTURE

TABLE 1000-3

STEEL

Grade Designation

Bar Type conforming to

governing IS

Specification

Characteristic

Strength fy MPa Elastic Modulus GPa

S 240 IS : 432 Part I Mild

Steel Bar

240 200

S 415 IS: 1786 High Yield

Strength Deformed

Bars (HYSD)

415 200

(a) Patch Up materials shall be procured in sealed containers with certificates from the

agency who has supplied the fusion bonded epoxy bars.

(b) PVC coated G.I. binding wires of 18G shall only be used in conjunction with fusion

bonded epoxy bars.

(c) Chairs for supporting the reinforcement shall also be of fusion bonded epoxy coated bars.

(d) The cut ends and damaged portions shall be touched up with repair patch up material.

(e) The bars shall be cut by saw-cutting rather than flame cutting.

(f) While bending the bars, the pins of work benches shall be provided with PVC of plastic

sleeves.

221

(g) The coated steel shall not be directly exposed to sun rays or rains and shall be protected

with opaque polyethylene sheets or such other approved materials.

(h) While concreting, the workmen or trolleys shall not directly move on coated bars but can

move on wooden planks placed on the bars.

1010 WATER

(a) To neutralize 200 ml sample of water, using phenolphthalein as an indicator, it should

not require more than 2 ml of 0.1 normal NaOH.

(b) To neutralize 200 ml sample of water, using methy1 orange as an indicator, it should not

require more than 10 ml of 0.1 normal HCL.

(c) The permissible limits for solids shall be as follows when tested in accordance with IS :

3025

Permissible Limits (max)

Organic 200 mg/lit

Inorganic 3000 mg/lit

Sulphates (SO4) 500 mg/lit

Chlorides (CL) 500 mg/lit *

Suspended matter 2000 mg/lit

* In case of structures of lengths 30m and below,, the permissible limit of chlorides may

be increased up to 1000 mg/lit.

All samples of water (including potable water) shall be tested and suitable

measures taken where necessary to ensure conformity of the water to the requirements

stated herein.

(d) The pH value shall not be les than 6.

1012. CONCRETE ADMIXTURES

1012.1. General

a) Normal dosage and detrimental effects, if any, o under dosage and over dosage.

b) The chemical names of the main ingredients in the admixtures.

c) The chloride content, if any, expressed as a percentage by the weight of the admixture.

d) Values of dry material content, ash content and relative density of the admixture which

w\can be used for Uniformity Tests.

e) Whether or not the admixture leads to the entertainments of air when used as per the

manufacturer's recommended dosage, and if so to what extent.

f) Where two or more admixtures are proposed to be used in any one mix, confirmation as

to their compatibility.

222

g) There would be to increase in risk of corrosion of the reinforcement or other embedment

as a result of using the admixture.

1012.2. Physical and Chemical Requirements

(a) " Plasticizers " and "Super-Plasticizers" shall meet the requirements indicated for "

Water reducing Admixture"

(b) Except where resistance to freezing and thawing and to disruptive action of deicing salts

is necessary, the air content of freshly mixed concrete in accordance with the pressure

method given in IS:1199 shall not be more than 2 per cent higher than that of the

corresponding control mix and in any case not more then 3 per cent of the test mix.

(c) The chloride content of the admixture shall not exceed 0.2 per cent when tested in

accordance with IS:6925. In addition, the maximum permissible limit of chloride content

of all the constituents as indicated in Section 1700 shall also be observed.

(d) Uniformity tests on the admixtures are essential to compare qualitatively the composition

of different samples taken from batch to batch or from the same batch at different times.

The tests that shall be performed along with: permissible variations in the same are

indicated below:

- Dry Material Content : to be within 3 per cent and 5 per cent of liquid and

solid admixtures respectively of the value stated by the manufacturer.

- Ash content : to be within 1 per cent of the value stated by the

manufacturer.

Relative Density (for liquid admixtures) : to be within 2 per cent of the value stated by

the manufacturer.

(e) All tests relating to the concretes admixtures shall be conducted periodically at and

independent laboratory and compared with the data given by the manufacturer.

PILE FOUNDATIONS

TABLE 1100-1

TIME FOR CURING PRECAST PILES

Minimum periods from time of casting

Type of

cement

used in casting

the pile

Strike side-

shutters (hours)

End of wet curing

(days)

Lift from casting

bed (days)

Drive

(days)

223

Ordinary

Portland 24 7 10 28

Rapid

hardening

Portland

12 7 7 10

1116 TOLERANCES

1116.1. Permissible Tolerances for Piles

i) Precast Concrete Piles :

a) Variation in cross-sectional dimensions : + 5 mm

b) Variation in length : + 25 mm

c) Surface irregularities measured with 3 m straight edge : 5 mm

d) Bow for length in mm : Pile Length in mm 100

ii) Driven Piles

a) Variation in cross-sectional dimensions : + 50 mm, - 10 mm

b) Variation from vertical or specified rake : 1 in 50

c) Variation in the final position of the head in plan : 75 mm

d) Variation of level of top of piles : + 25 mm

iii) Bored Piles

a) Variation in cross-sectional dimensions : + 50 mm, - 10 mm

b) Variation from vertical or specified rake : 1 in 50

c) Variation in the final position of the head in plan : 50 mm

d) Variation of level of top of piles : + 25 mm

1116.2. Permissible Tolerances for Pile Caps

a) Variation in dimensions : + 50mm, -10 mm

b) Misplacement from specified position in plan : 15 mm

c) Surface irregularities measured with 3 m straight edge : 5 mm

d) Variation of levels at the top : + 25 mm

224

1508. REMOVAL OF FORMWORK

The scheme for removal of form work (i.e. de-shuttering and decentering) shall be

planned in advance and furnished to the Engineer for scrutiny and approval. No formwork or any part

thereof shall be removed without prior approval of the Engineer.

The Formwork shall be so removed as not to cause any damage to concrete. Centering

shall be gradually and uniformly lowered in such a manner as to permit the concrete to take stresses due

to its own weight uniformly and gradually to avoid any shock or vibration.

Where not specifically approved, the time of removal of formwork (when ordinary

Portland Cement is used without any admixtures at an ambient temperatures exceeding 10 degrees

Celsius) shall be as under:

a) Walls, piers, abutments, columns and : 12 to 48 hours as may be

vertical faces of structural members decided by the Engineer

b) Soffits of Slabs (with props left under) : 3 days

c) Props (left under slabs) : 14 days

d) Soffit of Girders (with props left under) : 7 days

e) Props (left under girders) : 21 days

Where there are re-entrant angles in the concrete sections, the formwork should be

removed at these sections as soon as possible after the concrete has set, in order to avoid cracking due to

shrinkage of concrete.

SRTRUCTURE OF CONCRETE

1703. GRADES OF CONCRETE

TABLE 1700 - 1.

Grade Designation Specified characteristic Compressive strength of

150 mm cubes at 28 days, in MPa

M 15 15

M 20 20

M 25 25

M 30 30

M 35 35

M 40 40

M 45 45

M 50 50

M 55 55

225

TABLE 1700-2 :

FOR BRIDGES WITH PRESTRESSED CONCRETE OR THOSE WITH INDIVIDUAL SPAN

LENGTHS MORE THAN 30 M OR THOSE THAT ARE BUILT WITH INNOVATIVE

DESIGN/CONSTRUCTION

(A) MINIMUM CEMENT CONTENT AND MAXIMUM WATER CEMENT RATIO

Structural Member Min. cement content for all

exposure conditions

(kg./cu.m)

Max. water cement ratio

Exposure conditions

Normal Severe

a) PCC members

b) RCC members

c) PSC members

360

400

400

0.45

0.45

0.40

0.45

0.40

0.40

(B) MINIMUM STRENGTH OF CONCRETE

Member Condition of Exposure

Moderate Severe

a) PCC members

b) RCC members

c) PSC member

M 25

M 35

M 35

M 30

M 40

M 40

TABLE 1700-3

FOR BRIDGES OTHER THAN THOSE MENTIONED IN TABLE 1700-2 AND FOR

CULVERTS AND OTHER INCIDENTAL CONSTRUCTION.

(A) MINIMUM CEMENT CONTENT AND MAXIMUM WATER CEMENT RATIO

Structural

Member

Min. cement content kg/cu.m) Max. water cement ratio

Exposure condition Exposure condition

Normal Severe Normal Severe

a) PCC

members

b) RCC

members

250

310

310

400

0.50

0.45

0.45

0.40

226

(C) MINIMUM STRENGTH OF CONCRETE

Member Condition of Exposure

Moderate Severe

a) PCC members

b) RCC members

M 15

M 20

M 20

M 25

NOTES APPLICABLE TO TABLES 1700-2 AND 1700-3

(i) The minimum cement content is based on 20 mm aggregate (nominal max. size). For 40 mm

and larger size aggregates, it may be reduced suitably but the reduction shall not be more than 10

per cent.

(ii) For underwater concreting, the cement content shall be increased by 10 per cent.

(iii) Severe conditions of exposure shall mean alternate wetting and drying due to sea spray,

alternate wetting and drying combined with freezing and buried in soil having corrosive effect.

(iv) Moderate conditions of exposure shall mean other that those mentioned in (iii) above.

The cement content shall be as low as possible but not less than the quantities specified above.

In no case shall it exceed 540 kg/cu.m. of concrete.

1704.1. Requirements of Consistency

toto Table 1700-4.

type Slump(mm)

1 (a) Structures with exposed inclined surface requiring low slump concrete

to allow proper compaction

25

(b) Plain cement concrete 25

2. RCC structures with widely spaced reinforcements; e.g. solid columns,

piers, abutments, footings, well steining

40 - 50

3. RCC structures with fair degree of congestion of reinforcement; e.g. pier

and abutment caps, box culverts well curb, well cap, walls with thickness

greater than 300 mm

50 - 75

4. RCC and PSC structures with highly congested reinforcements e.g. deck

slab girders, box girders, walls with thickness less than 300 mm

75 - 125

5. Underwater concreting through tremie e.g. bottom plug, cast-in-situ

piling

100 - 200

227

1704.2 Requirements for Designed Mixes

1704.2.1 Target mean Strength

(i) The Current margin for a concrete mix shall be determined by the Contractor and shall be taken

as 1.64 times the standard deviation of sample test results taken from at least 40 separate batches of

concrete of nominally similar proportions produced at site by the same plant under smilar

supervision, over a period exceeding 5 days, but not exceeding 6 months.

(ii) Where there is insufficient data to satisfy the above, the current margin for the initial design

mix shall be taken as given in Table 1700-5 :

174.2.3 Control of Strength of design mixes

a) Adjustment to Mix Proportions.

Adjustment to mix proportions arrived at in the trial mixes shall be made subject to the

Engineer's approval, n order to minimize the variability of strength and to maintain the target

mean strength. Such adjustments shall not be taken to imply any change in the current margin.

b) Change of Current Margin

When required by the Engineer, the Contractor shall recalculate the current margin in accordance

with Clause 1704.2.1 The recalculated value shall be adopted as directed by the Engineer, and it

shall become the current margin for concrete produced subsequently.

c) Additional Trial Mixes

During production, the Contractor shall carry out trial mixes and tests, if required by the

Engineer, before substantial changes are made in the material or in the proportions of the

materials to be used, except when adjustments to the mix proportions are carried out in

accordance wit sub-clause (a) above.

TABLE 1700-6

PROPORTION FOR NOMINAL MIX CONCRETE

Concrete

Grade

Total Quantity of dry aggregate by mass per 50

kg of cement to be taken as the sum of individual

masses of fine and coarse aggregates (kg)

Proportion of fine to Coarse

aggregate (by mass)

M 15 350 Generally 1:2, subject to upper

limit 1:1:5 and lower limit of 1:2:5

M 20 250 _____ do ____

228

Table 1700- 7.

1706. Size on Coarse Aggregate

Components Maximum Nominal Size of Coarse Aggregate

(mm)

i) RCC well curb 20

ii) RCC/PCC well steining 40

iii) Well cap or Pile Cap Solid type piers

and abutments

40

iv) RCC Work in girders, slabs, wearing

coat, kerb, approach slab, hollow piers

and abutments, pier/abutment caps, piles

20

v) PSC work 20

vi) Any other item As specified by Engineer

TABLE 1700 - 8

MINIMUM FREQUENCY OF SAMPLING OF CONCRETE OF EACH GRADE

Quantity of Concrete in work, m3 No. of Samples

1 - 5 1

6 - 15 2

16 - 30 3

31 - 50 4

51 and above 4 plus one additional sample for each

additional 50 m3 or part thereof

2400 - SURFACE AND SUB-SURFACE GEOTECHNICAL EXPLORATION

2404- EXPLORATION FOR BRIDGE FOUNDATIONS RESTING ON ROCK

2405- BORING

2407 - METHODS OF SAMPLING There are two types of sample viz. (a) Disturbed sample (b) Undisturbed sample. The usual

methods for sampling conforming to IS : 1892 and IS:2132 are given below :-

Nature of Ground Type of Sample Method of Sampling

Soil

Rock

Disturbed

Undisturbed

Disturbed

Undisturbed

Hand Samples

Auger Samples

Shell Samples

Hand Samples

Tube Samples

Wash Samples from percussion

or rotary drilling

Cores

229

TABLE 2400-1 SIZE OF SOIL SAMPLE REQUIRED

S.NO. PURPOSE OF SAMPLE SOIL TYPE WEIGHT OF SAMPLE

REQUIRED Kg.

1.

2.

3.

Soil identification,

natural moisture

content tests,

mechanical analysis

and index properties,

chemical tests

Compression tests

Comprehensive examination of

construction material any borrow

area soil including soil

stablisation

Cohesive soils

Sands and

Gravels

Cohesive soils

and sand

Cohesive soils

and sands

Gravelly soil

1

3

12.5

25 - 50

50 - 100

2412- TESTING OF MATERIAL FOR GUIDE BUND AND HIGH EMBANKMENT AND ITS

FOUNDATIONS

TABLE 2400-2 SHEAR STRENGTH TESTS FOR STABILITY ANALYSIS

S.

No.

Stage in Life of

Embankment

Strength

Parameters

Shear Test Type of

Analysis

1.

1

1

2.

(a) During

construction or

immediate post-

construction

(b) -- do --

(c) During

construction of

immediate post-

construction

Long term stability

cuu, ¸Φuu

Su

C "Φ"

C "Φ"

Unconsolidated undrained

triaxial shear test on

undisturbed samples and on

compacted embankment

material

Unconfined compression test

in laboratory or vane shear

test

Consolidated undrained test

with pore-pressure

measurement on as

compacted soil samples of

embankment materials and

on undisturbed samples

-- do --

Total

stress

analysis

-- do --

Effective

stress

analysis

-- do –

2412.4 - LABORATORY INVESTIGATION OF EMBANKMENT MATERIAL

S.NO. TEST TEST METHOD

i)

ii)

iii)

iv)

Gradation Test (Sieve Analysis)

Atterberg Limit Test

Standard Proctor Test

Natural Moisture Content

IS: 2720 (Part 4)

IS: 2720 (Part 5)

IS: 2720 (Part 7)

IS: 2720 (Part 2)

230

USEFUL DATA

1. Areas & Weights of Steel a) Mild Steel Round Bars

Dia in mm Area Sq. cm. Weight Kg/M Perimeter Cms.

6 0.283 0.222 1.887

8 0.503 0.395 2.514

10 0.785 0.617 3.143

12 1.131 0.888 3.771

16 2.011 1.578 5.028

18 2.545 2.000 5.657

20 3.142 2.466 6.286

22 3.801 2.984 6.914

25 4.909 3.853 7.857

28 6.157 4.830 8.800

32 8.042 6.313 10.057

40 12.566 9.684 12.571

b) High Tensile Steel

Dia in mm Area Sq. cm. Weight Kg/M Perimeter Cms.

3 0.070 0.056 0.943

5 0.196 0.154 1.571

7 0.385 0.302 2.200

8 0.503 0.395 2.514

c) H.T. Cables each containing 12 wires

Dia of wire in mm Total area of H.T. Sq. Cm. Weight Kg/M

3 2.352 1.848

5 4.620 3.624

8 6.036 4.740

d) Structural steel (Sections which are normally required in bridge works)

Types Section Size in M.M. Weight Kg./M.

Angle 40 x 40 x 6 3.500

50 x 50 x 6 4.500

75 x 75 x 6 6.800

75 x 75 x 10 11.000

100 x 100 x 6 11.000

100 x 100 x 10 14.900

130 x 130 x 10 19.700

130 x 130 x 12 23.400

Tee 100 x 100 x 10 15.00

Channel 75 x 40 x 6 5.700

e) Structural Flats (Sections which are normally required in bridge works)

Thickness of Plate Weights Kg./M.

1 M.M. 0.00078

2 M.M. 0.00156

3 M.M. 0.00235

6 M.M. 0.00470

10 M.M. 0.00783

12 M.M. 0.00940

20 M.M. 0.01566

25 M.M. 0.01957

231

2. Weight of Materials for construction (as per IS:875 (Part I) 1987)

S.No. Material Unit Metric Weights in Kg.

1 Cement Cum. 1440

2 Steel

3 a) Mild Steel Cu.Cm. 0.0078

4 b) Cast Steel Cu.Cm. 0.0078

5 c) H.T. Steel Cu.Cm. 0.0078

6 Stainless Stel Cu.Cm. 0.0078

7 Lead Cu.Cm. 0.0113

8 Copper Cu.Cm. 8.94

9 Plain Cement Concrete Cum. 2400

10 RCC Cum. 2700

11 Stone Masonry Rubble Cum. 2100

12 Bricks Cum. 1920

13 Brick Masonry Cum. 2240

14 Timber Cum. 720

15 Sand, river Cum. 1840

16 Sand, dry Cum. 1600

17 Sand, wet Cum. 2000

18 Sand with gravel, dry Cum. 1650

19 Wood – Fuel Cum. 350

20 Coarse aggregate, dry &

well shaken Cum. 1870

21 Coarse aggregate,

perfectly wet Cum. 2240

22 Stone Cum. 2200

23 Earth, dry Cum. 1840

24 Earth, loose Cum. 2000

25 Bitumen Cum 10.4

For all other items please refer IS:875 (Part I) 1987.

232

3. Conversion Factors.

Top Convert Into Multiply by

Inch

Inch

Foot

Mile

Square Inch

Square Foot

Acre

Sq.Mile

Cubic Inch

Cubic Foot

Gallon (Imp.)

Pound

Ton

Lbs. Per Sq. Inch

Ton Per Sq. Foot

Millimeter

Centimeter

Meter

Kilometer

Sq. Centimeter

Square Meter

Hectare

Sq. Kilometer

Cu. Centimeter

Cubic Meter

Litre

Kilogram

Tonne

Kg. Per Sq. Cm.

Tonne Per Sq. M.

25.40

2.540

0.3048

1.609

6.4516

0.0929

0.4047

2.590

16.387

0.0283

4.546

0.4536

1.0160

0.0703

10.937

0.039

0.3937

3.2808

0.621

0.155

10.764

2.471

0.386

0.0161

35.3147

0.220

2.2046

0.9842

14.223

0.0914

To obtain From Multiply by

MAINTENANCE OF BITUMINOUS SURFACING

The type of defects in bituminous surfacing are grouped under four categories.

a) Surface defects which include fatty surfaces smooth surfaces, streaking and hungry/dry

surfaces.

b) Cracks which cover hairline cracks, alligator cracks, longitudinal cracks, edge cracks,

shrinkage cracks and reflection cracks.

c) Deformation defects, which comprise of slippage rutting, corrugation, shoving, shallow

depressions and settlements.

d) A disintegration defect, which consists of stripping, loss of aggregates, reveling, pot-holes

and edge breaking.

The general cause and remedies for these defects are given as below :

a) Surface Defects

Natural Defect Cause Remedy

Fatty surfaces Excess bitumen, soft grad of

bitumen, non-uniform spraying

and loss of cover aggregates as

in surface dressing, heavy axle

loads.

Apply hot dry cover aggregates

or sand and roll gently for

removal of excess binder; burn

it, if necessary or relay area

affected.

Smooth surfaces Polishing of aggregates by

traffic, excess binder.

Resurface with premix carpet

using hard aggregates or with

slurry seal.

Streaking (alternate lean and rich

lines of bitumen in surface

dressing) in longitudinal/

transverse direction. Hungry /

Dry surfaces.

Non-uniform application of

binder, low temperature of

binder, manual spraying,

mechanical faults during

spraying.

Use of insufficient binder, use

of absorptive aggregates, loss

of aggregates from surface.

Apply new surface dressing

with proper care in spraying of

bitumen.

Apply slurry seal, or for

emergency repair apply for

seal.

233

b) Cracks

Hair-line cracks (fine cracks at

close intervals)

Insufficient bitumen, excess

filler, compacting when too hot,

over compaction

Apply fog-seal with bitumen,

cutback bitumen or bitumen

emulsion

Alligator cracks

(intercorrected cracks forming a

series of blocks)

Excessive movement of base or

sub-base layer, base saturation,

excessive leads over weathered

surfacing, inadequate pavement

thickness.

Fill crack with bitumen

emulsion or cutback bitumen

and apply slurry seal or sand-

bitumen mix, install drainage.

Longitudinal cracks (at the joint

between pavement and shoulder

or at the joint between two

paving lanes)

Contraction or movement of

sub-grade beneath shoulder,

lane joint crack due to weak

joint or differential frost heave

along centre-line.

Fill and seal cracks with

cutback bitumen or bitumen

emulsion, apply sand-bitumen

mix, if cracks are wider than

3mm.

Edge cracks (parallel to outer

edge of pavement 0.3 to 0.5m.

inside)

Lack of lateral support from

shoulder, poor surface drainage,

base saturation shrinkage, frost

heave inadequate pavement

width.

Rectify drainage system,

provide hard and paved

shoulders, fill cracks and lay

premix carpe with seal-coat, if

edge of the pavement has

settled, bring it upto the desired

grade with plant mix patching

material

Shrinkage cracks (transverse

direction or inter-connected

cracks in large blocks)

Shrinkage of bituminous layer

caused by volume change of

bituminous mix with high

content of hard bitumen, lack of

traffic.

Apply slurry seal or sand-

bitumen mix for filling such

cracks.

Reflection cracks (usually in

over lays over cement concrete

or badly cracked bituminous

base)

Due to joints and cracks in the

pavement layer underneath.

Fill cracks and seal suitably

depending on size of crack.

Apply a crack relief layer for

prevention of such cracks.

c) Deformation defects

Slippage (between top layer and

layer below accompanied by

crescent-shaped. Cracks in

direction of the thrust of wheels).

Lack of bond between layers

due to omission or inadequacy

of tack coat or prime coat, dust

or moisture in between layers,

heavy thrust by traffic.

Remove affected area, apply

tack coat and punch with

premix.

Rutting (Longitudinal

depressions or grooves in wheel

tracks)

Heavy Channelized traffic, low

stability of mix due to

inadequate compaction, weak

pavement, high intensity of load

stress as from bullock carts,

plastic deformation.

Full ruts with premix carpet and

compact. Relay affected portion

with bituminous mix of good

stability if necessary.

Corrugations (Regular

undulations causing shallow

wavy surface).

Lack of stability in mix, excess

binder/fines, soft bitumen, poor

aggregate interlock, oscillations

set up by vehicles, frequent

braking of vehicles, faulty

laying of mix.

Scarify and relay the surface,

cut high spots and fill low

spots. Use heater-planner to

rectify defects.

Shoving (plastic movement

within surface resulting in

localized bulging of surface,

occurring commonly at bus

stops, intersections, sharp

Lack of stability of mix, excess

binder/fines, softer grade of

bitumen, lack of bond between

layers, heavy traffic with

frequency braking, sharp

Remove affected portion and

relay with-premix carpet and

compact.

234

curves, steep gradients). negotiation of curves and

gradients

Shallow depressions (localized

and limited in size) dipping

about 25mm or more below

desired profile.

Heavier traffic, settlement of

lower pavement layers, poor

construction method.

Fill with premix carpet and

compact to desired grade and

profile.

Settlement (large localized

deformation which may or may

not be generally followed by

extensive cracks)

Poor compaction of fill, poor

drainage ion lower layer,

inadequate pavement thickness,

frost heave or swelling effect of

moisture on expansive soil.

Excavate defective fill,

reconstruct under controlled

conditions to required

thickness, provide adequate

drainage, strengthen the

pavement if required.

d) Disintegration defects

Stripping (loss of adhesion

between binder and aggregates

in presence of water)

Softer grade bitumen, siliceous

type of aggregates, rain, soon

after laying of surface.

Use anti- stripping agent in

suitable doses in case of

siliceous aggregates, use of

proper grade of bitumen for

coating, and provide adequate

surface drainage.

Loss aggregates (as in surface-

dressing)

Non uniform spraying of

binder, delayed spreading of

aggregates, traffic soon after

laying, insufficient binder,

ageing of binder.

Apply liquid seal, fog-seal or

slurry-seal. Relay, if necessary

with liquid seal with proper

quality control.

Raveling (progressive

disintegration of premix carpet

by loss of aggregates)

Insufficient binder, ageing of

binder, overheated bituminous

mix, improper coating, inferior

aggregates, lack of compaction

while laying, construction

during cold weather.

If raveling if not extensive

provide surface dressing, sand

bitumen mix or slurry seal. For

extensive raveling, apply

renewal coat of premix carpet.

Pot-holPes (bowl shaped holes

of varying sizes on surface and

extending to base course

resulting from localized

disintegration)

Poor surface drainage, localized

defects in bituminous mix,

insufficient binder, insufficient

layer thickness.

Fill pot holes with premix

carpet, after cutting these to

regular size and applying tack

coat. Fill deep pot holes with

bituminous penetration

macadam or storable mix.

Edge breaking (frayed edges) Infiltration of water, softening

of foundation, worn-out

shoulders with insufficient side

support, inadequate thickness at

edge.

Relay shoulders with good

materials and compact provide

adequate drainage.

CARRIAGEWAY MARKING

A broken line shall be used for centre line on two and three lane road, and for traffic lane lines. These

line are for guidance of the drivers and may be crossed at their discretion.

Longitudinal solid lines are used as guiding of regulating lines and are not meant to be crossed by the

driver.

Line to be provided on 2 or more lanes.

a) Road with restricted visibility White centre line to be solid.

b) 4 lane undivided road White centre line to be solid.

c) Edges of road Yellow line to be solid 20-30 cm.h wide 15 cm. from

235

edge in respect of 2 lane road.

Yellow line to be solid 15 cm. wide 15 cm. from edge

for edge for multi lane road with central verge.

Carriageway width transition White centre line solid 10 cm. thick with converging

Lines solid 10cm. thick for a length of 20 times the

offset distance yellow edge line 30 cm. wide.

Stop Stop line indicates where vehicles should stop when

Directed by a traffic officer or a traffic controlled device

on urban and sub urban roads.

2.0 to 3.0 m. from 20 cm. wide located from pedestrian

crossing on rural roads. Solid 30.00 cm. wide.

1.25 to 9.0 m. from nearest carriageway of the

intersecting road.

Pedestrian crossing Width pedestrian crossing <2.0 m. > 4.0 m.

White 10 cm. wide lines 20 cm. c/c.

Schedule of Rates 2012

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