Rate Analysis of 100 mm Paver Block

Item Description & Item No. as

per SOR 2013 RW-3-19 Providing & fixing in the carriageway 100mm thick

interlocking concrete unisliape payers I monolithic- single

layer precast concrete blocks) of gray cement coloured having

average crushino stientith SON/sq.m.m. as per technical

specification, placed on average compacted thickness of 25

rnnl. uniformly graded river sand cushioning with proper

compacting with mechanical compactor with the proper level,

grade and camber etc, complete as specified and as directed

by the Engineer.

Rate Analysis for Wy 1 Sqm

Qty=lSqm

sui/iaver block including

Transporting loading unloading.

to the site.

Rate Quantity Cost

Material Including uansporatlon:

(A)

I) Conrete paver blocks 600.00

1.00 ii) Material for fixing bedding

sand (screened J (for 25mm thk

ijointing) 10.00 1.00

Total (A) (A) Rate fsq.m:

(B) Labour

Labour charges for handling.

laying of paver block including

sand spreading ,levelling &

compacting cuttting the edges

etc. as directed compaction by rllInhI.Hi Vdu.ilcuuy .ulIu?.4(II,r

50.00 ltC

600.00

10.00

610.00

640.00

50.00

(13) Rate /Sq.mz

% supervision charges + 2 %

&undries

IS % contiactors Profit +

overheads

works contract tax

Total ( A +8)

Total

Total

Total

Final Rate per Sq

50.0

690.00

20.70

710.70

106.51

817.31

32.69

850.00

850.00

For MIS. NEW INDIA ItO YS

RER

frOR J. KUM.RFR

Rate Analysis of Tack Coat

Item Description & Item No. as RW-5-23 = Providing and applying TACK COAT with CATIONIC BITUMEN per SOR 2013 EMULSION

IRS) @ 0.2 to0.25 Kg. of Sq.mt. over prepared surface to receive

bituminous mix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed For

NORMAL BITUMINOUS SURFACES & the tack coat shall be left to

cureunt all the volatile shavee vaporated before any subsequent construction Is started, which Is Indicated by change in colour from

brown to black (As per New Road Specifications ClauseNo.314,curing as per 314.3.4

P.ato Analytir for Qty 1 Sqm

Qty = 1 Sqm

Rate Quantity

Tack coat with catonic Bitumen Emulsion 47.00

Labour for loading , unloading & 2.00

, spreading of Prime coat

1 % supervision charges + 2 %

sundries

15 % contractors Profit overheads

4 %works contract tax

Cost

0.23 10.58

1.00 2 CJ

TOTAL

12.58

Total

Total

Total

0.38

12.95

1.94 14.90

0.60 15.49

FORJ.KUMARINFRF O ECT

For W. N 1A RQ "I"AYS

IW IN8

LYER

I

Rate Analysis of Prime Coat

Item Description & item No. as

per SOR 2013

RW•520 Providing and applying PRIME COAT with CATIONIC BITUMEN

EMULSION (SS) @ 7 to 121(g. of 10 Sqnit. over prepared surface to receive bituminous mix by applying PRIMER with mechanical spray bitumen,

including cleaning of road surface etc. completed, as dIrected For tow

Porosity surface & the primed surface shall be allowed to cure for atleast 21 hours or any other higher period, asis found Lobe necessary

to allow all the moisture or volatiles to evaporate before any subsequent bituminous surface treatment or mix is laid (As per New Road

Specifications Clause No. 323, curing as per 313.5)

Rate Analysis for Qty 1 Sqrn

Qty: 1 Sqm

Rate Quantity

Cost

Prime coat with catonic Bitumen

Emulsion - - 47.00 0.95

41.65

Labour for loading, unloading & 2.00 1.00

2 00

spreading of Prime coat

1 % supervision charges + 2 % sundries

15 % contractors Profit 4

overheads

% works contract tax

TOTAL

Total

Total

Total

Final Rate per Sq.m

46.65

1.40

48.05

7.21

55.26 2.21

57.47

57.47

For MIS. NEW INDIA RO1AYS

FOR ^ROJECTF,

Rate Analysis of Sand Metal

Item Description & Item

No. as per SOR 2013 RW-10-28 : Supply & filling sand, metal GRAVELLY

SAND Corresponded to CLASS Ill

CLASS Ill GRADING of TABLE 100.1f new road

specifications-2006 in

trenche sup to required depth & watering, rummlng

etc.complete as

directed

te Analysis for Qty 1 Cum

= 1 curn -- Loose Volume = 1 Cum 1.4= 1.4 Cum

Rate Quantity

Cost

I + II +111

650.00

0.70

455.00

1050.00

0,70

735.00

Labour for placing Sand

Metal

LMEO

1.00

E:sX,I.]

1 % supervision charges +

2% sundries -

15 % contractors Profit +

overheads

4% works contract tax

Rate per Cu.M

Total

Total

Total

Total

1270.00

38.10

1308.10

196.22

1504.32

60.17

1564.49

1564.49

FORJ.KUMARINFrR

i\Z22LS W

R IWAICIFor MIS. HEW

R

Rate Analysis of Sub base items

Description & Item RW-2-20 Providing & laying, spicading & RW-2-21 Providing & laying, spreading 8

as per SOR 2013 r.ompnrJing grndnd criichnd dana acrc.rgnlr in compacting specified crushed stone in

wet mix macadam satisfaction including yiuiiuiui uuUbuuu vuuluu Iiiuuuiiiiy pIuIIuI*lIIy

the material in mechanical mixer (pug mill or premixing the material with water to OMC In

approved typo), spreading of mixed material mechanical mix (pug mill) carriage of mix material in uniform layer of 100mm to 75mm

by tipper to site laying in uniform layer of 75mm (compacted thickness each) with motor grader tolOOmm(compacted thickness each)with sensor or paver on prepared muruni surface &

paver finisher on prepared subbase & compacting with 10 tonne vibratory roller to compacting with vibratory rollerilo twine) to achieve desired density including all material, achieve desired density including lighing, guarding: labour, macfinery, lighing barncating to all lifts barricating & maintenance of diversion etc. as & lead maintenance of diversion etc. complete

directed by the Engineer, (Rebate for not using (metal gradation from 75mm to 75mm micron

sensor paver should be taken4metal gradation U per MCGM Road Specifications clause

from 53mm to 75mm micron as per MCGM Road no.210).

Specifications clause no.240).

Analysis for Qty 1 Cum

1 Cum Loose volume = 1 Cum 1.4= 1.4 Cum

Rate Quantity Cost

Quantity

Cost

I

1.00

Total

Total

Total

Total

0.84

0.56

0.01

1.00

1.00

1.00

1.00

Metal I + II +111 1000.00

Stone Grit 1200.00

water 0.01

Lbijuui Plant Charges 10.00

(In Plant)

Labour 6.00

Spreading Sensor Paver 20.00

Rolling by vibratory roller

8.03

Transportation to site or

Mixed on site any where

in mcgm limits

185.00

I % supervision charges +'

7% sundries

15 % contractors Profit +

overheads

4 % works contract tax

840.00

672.00

0.00

10.00

5.00

20.00

8.00

185.00

1741.00

52.23 1793.23

268.98 2062.21

82.49

2144.70

1120.00

336.00

10.00

6.00

20.00

8.00

185.00 1685.00

SOS 5

1735.55

260.33

1995.88

79.84

2075.72

2075.72

1.12

0.78

1.00

1.00

1.00

1.00

1.00 Total

Total

Total

Total

Fop New India Rca àys

artner FOR J.KUMAR INFRAP JECTRIM

DI

Rate Analysis of Bituminous items

Description & Item RW-5-44 P/L hot Premix Dense as per SOR 2013 RW 540: I'lL hot premix Bituminous bituminous macadam with 4.50% bitumen

concroin with A flfl% of bitumen grade content of grade 30-40 to the requn ud 30140,surface cost by mix design as per line.level.and camber roiling with 10/12 MORTII to the conmpactod U3lcKusooa MT.powor vibratory roller & sensor pavnr of 40mm ,using now material to the etc. complete as specified and as directed required line,level and camber rolling with to thickness of 50mm. with antistruping power vibratory roller & sensor paver, agent at 1 .00%by weight of bitumen using eLc.complete as specified and as directed grading II of "MORTH"(As per new Road with lime filter 5.00%by weight and Specification clause no.354) antistnping agent © 1% of bitumen by weight etc.compiete.As per new Road Specification clause no.364)

Rate for per MT.

I) Material Fine Aggregate Coarsp Aggregate

3) Plant charges 4 Antistriping Agent:

5) Lime Filler:

6) LD.0. /J Electricity: J Labours & loader:

10) Paver& Roller:

11) Transport; TOTAL 1 % Supervision charges & 2% for Sundries)

Rate Quantity

Cost Quantity Cost

159.01

132.24 35000.00

iq On

120.00 2.00

60.00 5.00

15.00 25.00

50.00 225.00

0.41

0.45

0.06 1.00

0.31 18.70 5.33 1.00

1.00 1.00

1.00 1.00

74.51

$9.03 2100.00

15.00

37.50 37.40

319.98 5.00

15.00 2S.O0

50.00 225.00

2963.42

0.36

0.57 0.05 1.00

0.23 19.00 5.33

too

1.00

1.00 1.00 1.00

57.69

75.11

1575.00 -I S.Oi)

27.00 38.00

319 9R S 00

15.00 0.00

$0.00 225.00

2402.84

88.90

72.09 3US243

2474.93 25 %Contractor's profit + overheads

t% W/C Tax OTAL AY RS. or Per Cum AY RS. or SO mm thick = A? R$. or 40mm thick MRS.

457.85 3510.18 140.41

3650.58 3651.00 8762.40 8763.00

- - 350.52 351.00

371.24 2846.17 113.85

2960.01 2961.00 7106.40 7107.00 35S.35 356.00

For MIs. New India

Partner

FOR JUMARNRfl),I

Rate Analysis of 60 mm Paver Block

item Description & item No. as RW'317 Providing& fixing In the footpath, 60 'inn thick per SOR 2013 Lacquer coated I Reflective) interlocking gray cement concrete

povcri In icd ( Tc.r,gi Cult1,) Iulot K. iliuiy,i. Leinuit luiluw at any

colour with vermellcuiar or any anhisicid texture on top surface of approved pattern/ shape and colour having erverage.

crusting strength 40 Nfmm manufactured in double layer precast concrete blocks. The top layer or paver block should be 12 to 15 mm thick and consist cubical shape stone aggregate 8

aim size sieve 100% passing and retain on 4.75 atm size sieve,

silica sand and with pure iron oxide ultra voilete stabilized

pigment @5% by weight of cement and should be coated with

lacquer having hard, high abrasive resistance and water

repellent. The bottom layer should be 45 to 48 min thick

haying 22 mm size sieve 100% passing aggregate as pet

technical specification placed on unifornily graded river sand

cushioning of average compacted thickness 25 mm properly

Rate Analysis for Qty 1 Slim

Qty:lSqm

supply of paver block

Including Transporting loading

unloading to the Site.

Rate Quantity Cost

Material including

transportation

Conrete paver blocks

400.00 1.00 400.00 i} Material for fixing bedding

sand (screened ) C for 25mm thk & jointing) 40.00 1.00 40.00

Total (A)

440.00 JAI Rate /Sg.m= 440.00

(B) Labour

Labour charges for handling,

iaying of paver block including

sand spreading ,levelling &

compacting , cuttting the

edges etc. as directed

compaction by Mechanical

Vibratory Compactor

55.00

(8) Rate / Sq.m =

$5.00

Total (A.B)

495.00 1 % supervision charges. 2 %

sundries

14.85

Total

509.85 15 % contractors Profit +

overheads

76.48

Total

586.33 4% works contract tax

23.45

Total

609.78

FOR J. KUMAR

-

If

For MIS. New India Roa its

Rate Analysis of 80 mm Paver Block

Item Description & item No. as RW-3-11 Providing & fixing SQ man thick Interlocking per 5CR 2013 unlsliape concrete payers (monolithic' single layer precast

lOIS irIi hull bJ f U1 .1y 'vsiiijljt culu.'uivtl III (liti cnhiauu\/dy

p having average crushing strength SON/sq.m.in. as per technical specification, placed on average compacted thickness of 25 mm. uniformly , graded river sand cushioning with proper compacting with mechanical compactor with the proper level, grade and camber etc. complete as specified and as directed by the Engineer.

Rate Analysis for Qty I Sqm

Qty: I Sqm

Supply of paver block including Transporting loading

unloading to the site.

Rate Quantity

Material including

transportation

i) Conrete paver blocks $00.00 ii) lklatori;l for finino bodding sand (screened ) (for 25mm

,thk & jointing) 40.00

Total (A)

(A) Rate/ Sq.m=

Labour

Labour charges for handling, laying of paver block including

sand spreading ,levelling &

compacting cuttting the

edges etc. as directed compaction by Mechanical Vibratory Compactor

Cost

LOU

C

(8) Rate / Sq.m =

1 % supervision charges + 2 % sundries

15 % contractors Profit +

overheads

4 % works contract tax

Total fAts)

Total

Total

Total

Final Rate per Sq.rn -

17.

601.

27.95 726.81

For MJ New India Ba waF

t4aer DIR̂rFl

Rate Analysis of Barricardes

m Description & Item No. RW-7-50 : P/f Polyethylene plastic water/sand fillE per SOR 2013 Metro Barricades having approx. size 1840mm.

440mm. X 1900mm., (LxWxD). 32-35 Kgs empty wt. tank capacity 100-120 lits.. manufactured by MIs. E Industries or equivalent ISO Codified Company ha% minimum experience of 3 years in manufacturing supplying to the Govt./Semi Govt./Other rep organisations alongwith necessary fixing arrangement specified and directed by the Engineer Incharge

Barricades of 2m including delivery & unloading on site

1 barricades used for 10

times rotation

Labour charges for Lifting & placing in position

% supervision charges • 2

15 % contractors Profit +

overheads

2% works contract tax

538.44

Cost

6500.00

6so.no

12.00

662.00

19.86

681.86

102.28 784.14

3137 815.50

Ml

Rate Quantity

6500.00

12.00

1.00

i_Do

Total

Total

Total

Total

For MIS, NEW iNDIA 8QADWjYS

rUAD . ?PITNER

Rate Analysis of Barricardes

toni Description & Item No. RW-7-51: P/F Polyethylene plastic water/sand fillable

as per SOR 2013 Barricades having approx. size 2000mm. X 560mm. (

1000mm,, (LxWxO). 2fl-73 Ks viriply WI and Rink raparily Rfl

100 tits., manufactured by MIs. B.D. Industries or equivalent

ISO Certified Company having minimum experience of 3 yeas

in manufacturing and supplying to the Govt./Semi Govt./other

reputed organisations alongwith necessary fixing and

interlocking arrarw.ement s specifiid and dirpr.ttffl tnt the Engineer Incharge.

490

411.6

Rate

Quantity

Cost

es of 2m including $000.00 go $000.00

& unloading on site

1 Barricades used for 15

times rotation

Labour charges for Lifting &

placing in position

1 % supervision charges + 2

% sundries

15 96 contractors Profit +

4% works contract tax

Rate per RM

8.00 tOO

Total

Total

Total

Total

333.33

800

341.33

10.24

351.57

52.74

404.31

16.17

420.48

210.24

FOR J. KUMAR INFRAPr ECTS IC (3

For MIS. NEW INDIA ROADWAYS

S r4/

- PMIIER

Rate Analysis of Earth Work Items

m Description & Item No. CS-EW1$ Excavation over areas For basements, roads, per SOR 2013 land/plot developement in all types of soils, vegetable earth.

soft muruni, running sand, shingle, turf clay, loam, peat, ash,

shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine

clay, reclaimed land etc. for all depths/lifts including manual

dewatering, Filling the selected excavated earth at the locations

as directed, in layers not more than 200mm thickness, watering,

consolidating, compacting to achieve not less then 97%

Modified Proctor density conforming to relevant IS, stacking the

selected material in measurable heaps For future use within

owners space or dispQ$in5 within an initial lead of ISOm as directed, loading, unloading, leveling excluding shoring,

strutting etc. complete as directed by Engineer-In-Charge.

Note:

1) The rate includes the handling/supporting the existing

utilities such as cables, drains, pipes, water mains etc.

2) It also includes the royalty and other taxes it any.

Rate Qudiltity

Excavation By JCB including 25.00 1.00

all fuels & consumable

Removal By Labour & Transpc 100.00

1.00

Total

1 % supervision charges + 2

% sundries

Total

15 % contractors Profit +

Total

4% works contract tax

Total

Cu.M

Cyst

25.00

100.00

125.00

175

128.75

19.31

145.06

592

153.99

For MIS. NEW INDIA ROAD

t PARTNER

Rate Analysis of Earth Work Items

tern Description & Item No. CS•EW-16 Excavation over areas for basements, roads, land/plot

is per SOR 2013 developement In soft/ disintegrated rock, sand stone, stiff clay, gravel,

cobblestone, hard laterite, water bound macadam, wet mix macadam,

pitching, soling, paths and hardcore, lime concrete, plain cement concrete,

stone masonry and all types of brick/ block masonry below ground level,

rock boulders, etc. For all depths/lifts Including manual dewatering, filling

the selected excavated earth at the locations as directed, in layers not more

titan 200mon tlikk.iess, watei me, I.0II5ulklItirIg, Cullip'lClille Ic, .it.liit'v,, uiot

less then 97% Modified Proctor density conforming to relevant IS, stacking

the selected material in measurable heaps for future use within owners

space or disposing within an initial lead of isOm as directed, loading,

unloading, leveling oxciuding shoring, strutting oft. complete ac dirottod by

Engineer-in-Charge.

Note

1) The rate Includes the handling/supporting the existing utilities such as

cables, drains, pipes, water mains etc.

2) It also includes the royalty and other taxes if any.

Rate Quantity -

xcavation By iCe including' 60.00 1.00

II fuels & consumable

emoval By Labour & Transpç 130.00 1.00

Total

% supervision charges + 2

sundries

1: Total

% contractors Profit 4

Total

% works contract tax

Total

CUM

Cost

9.00

130.00

190.00

5.70

195.70

29.36

225.06

9.00

234.06

234.06

T NDR ROADS;.

FORJ.KUIRINF RO TSL

Rate Analysis of Earth Work Items

rn Description & Item No. CS-EW-3 Excavation for foundation, substructures, basements, tanks,

per SOR 2013 sumps, walls, chambers, manholes, trenches, poles, pits & general building

works in soft/disintegrated rock, sand stone, still clay, gravel, cobblestone,

hard laterite, water bound macadam, wet mix macadam, asphalt mix carpet

of any type, pitching, soling, paths and hardcore, lime concrete, plain

cement concrete, stone masonry and all types of brick/ block masonry

below ground level, rock boulders, etc. for depths/ lifts upto 1.5M measured

from the ground lp.vpl, inr.11icIing dressing/ trimming thp cidps, levpling ni

bottoms, manual dewatering, removing rank vegetation, back(llling in layers

not more than 200mm thickness, watering, consolidating, compacting to

achieve not less then 97% Modified Proctor density conforming to relevant

IS, stacking in measurable heaps for future use within owners space or

disposing within an initial lead of iSOm as directed, loading, unloading,

leveling excluding shoring, strutting etc. complete as directed by Engineer-

In-Charge.

Note:

1) The rate includes the handling/supporting the existing utilities such as

cables, drains, pipes, water mains etc.

21 It also includes the royalty and other taxes if any.

Cost

Ill)

130

220.00

6.60

226.60

33.99

260.59

10.42

271.01

271.01

Rate

Quantity

FJH;lY.II liii My 1(14 ItlIiIIrllISC 'SIJ.tn, n

all fuels & consumable

Removal By Labour &

130.00 1.30

Total

1 % supervision charges + 2

% sundries

Total

15 % contractors Profit +

Total

4% works contract tax

Total

Cu.M

For MIS. NEW INDIA ROADWS FGRJ.KUMARIN OJ TS 7UD, 7 PARTNER

Rate Analysis of M-10 Concrete Item

Description & Item No. as per

2013 RW-10-27: P/L R.M.C. M-10 C.C. having avg.

compressive strength 13.5 Mpa grade in

foundatIon/encasement/pavement with or without

chequered design including formwork, mixing in

batching plant, placing vibrating with plate or needle

curing etc. complete as directed by the Engineer. C/s.

has to make his own arrangement for water for

curing with Hessian cloth etc. & will not be paid

separately.(MINIMUM CEMNT CONTENT 220 Kg/m 3.)

Rate Analysis for Qty 1 cum Rate Quantity

Qty= I cum

RMC from approved plant 3800 1

Labour charges for unloading, placing

in position 70.00 1.00

Total

1 % supervision charges +2 % sundries

Total

15 % contractors Profit + overheads

Total

4 % works contract tax

Total Rate per Cu.M

Cost

3800

70

3870.00

116.10

3986.10

597.92 45.94.02

183.36

'1767.38

4767.38

FORJUM C 'J5 "Ll"

For MIS. NEW INDIA ROADWAYS

PIINER

Rate Analysis of M-20 Concrete

Description & item No. as per

2013 RW-10-29 P/L R.M.C.M-20 C.C.having avg. compressive

strength 24 Mpa procured from M.c.G.M. approved R.M.C.

plant including use of approved makes plasticizer/retarder &

transported by transit mixer & placing at worksite,

compacting, finishing curing etc. by contractor's water &

tarring the sides of from work with hot bitumen as specified &

directed by the Engineer.(M1NiMUM CEMNT CONTENT 260

Kg/ml.)

Rate Analysis for Qty 1 cum Rate Quantity

Qty = 1 turn

RMC from approved plant 5100

1

Labour charges for unloading,

placing in position 70.00

1.00

Total

1 % supervision charges. + 2 %

sundries

Total

15 36 contractors Profit + overheads

Total

4 % works contract tax

Total Rate per Cu.M

Cost

5100

70

5170.00

icc in

5325.10

798.77

6123.87

244.95

6368.82

6368.82

FOR J. KUMAR INFP^Rclj S ^Pq^ ('^' For L415. NEW 1140k RCPc

Rate Analysis of M-15 Concrete Item

Description & Item No. as per

2013

RW-10-26: P/I ready mix cement concrete M-1$cc

having avg compressive strength 18.5 Mpa for

foundation/encasement/ pavement/cradle including forni

of mixing in batching plant,compacting by internal &

surface vibrator,curing,finishing etc. complete as specified

& as directed by the Engineer. Contractor has to make his

own arrangement for water for curing etc.& will not be

paid separately for it.(MINIMUM CEMNT CONTENT 240

Kg/m 3 .)

Analysis for Qty 1 cum

Hate Quantity

Cost

= I turn

from ipproved plant

bour charges for unloading, placing

Position

I % supervision charges + 2 %

;undries

L5 % contractors Profit + overheads

% works contract tax

ate per Cu.M

4800

I

4800

70.00 1.00

Total

Total

Total

Total

70

4870.00

146.10

5016.10

752.42

5768.52

230.74

5999.26

5999.26

FORJ-KUMART F'br Uisi NEW INDIA ROADWAYS

*kTNER

Rate

Item Description & Item No. as per

5CR 2013

sis of UTWT Concrete

RW-10-15 Providing & laying M-60 C.C. and Avg. Flextural

Strength of 5.0 MN in 3 days procured from M.C.G.M.

approved R.M.C. plant including use of Microsilica approved

make superpiastisizer and transported by transit mixer and

placing of work site. Compacting finishing, initial curing by

approved curing compound contrauctors water and tarring the

sides of slab with hot bitumen as specified and directed (w/c

ratio 0.35 maximum) (vata for cursing will be paid separately.)

Rate Analysis for City 1 cum

Qty = 1 cum

AMC from appu'ivMI plant

Labour charges for unloading.

placing In position, Compacting &

cutting 15000

ruring rhrr.5.', I 151tJ

Cost

bOO

bOO

1.00

Total

Rate Quantity

1,8(10 6800.00

15G. DO

6965.00

I % supervision charges + 2 %

sundries

15 % contractors Profit i.

overheads

I % works contract tax

Rate per Cu.M

Total

Total

Total

208.95

7173.95

1075.09

8250.04

330.00

8580.04

8580.04

For MJs. New India Rca ay

FORJ KUMA Fr

Rate Analysis of Bituminous Items

Item Description & item P/L hot mixed Bituminous mecadam with No. as per tIU11 2013 3.30% (with tolereance ot + 0.3) of +60/70 pen.

Bitumen by weight of mix to the required grade, level & camber, rolling with 10112 tonnes power roller, vibratory roller & sensor paver etc. complete as specified & as directed using grading II of MORTH & adding antistrippirig agentat the rate of 1.00 % of bitumen by weight to a thickness of 65mm. (using new materials). (As per New Rnnrl Spc'cificcitions claua, Nci.flhal)

for per M.T. Rate

Quantity

Cost

1) Material: Pine Aggregate 159.01 Coarse Aggregate 131.24 2) Bitumen: 33400.00

3) Plant charges: 15.00

4) Antistriping Agent: 120.00

5) Lime Filler

6) L.D.O. 60.00 7) Electricity ,5.00 8) Labours & loader:

15.00 9)Laying Lbours

25.00

10) Paver & Roller:

50.00

11) Transport:

225.00

1 % Supervision charges

&2% for Sundries )

TOTAL

15% Contractor's profit + overheads

W/CTax

SAY RS. For Per Cum =

SAY RS. for 65 mm thick =

SAY RS. for 75 mm thick SAY RS.

0.47

74.51 0.45

59.03 0.033

1102,20 1.00

15.00

0.33

39.60

0.00 5.33

319.98 1.00

5.00 1.00

35.00 1.00

25.00 1.09

50.00 1.00

225.00 1930.32

57.91 1988.23

298.24 2286.47

91.46 2377.93

2378.00

4993.80 4994.00 324.61

325/Sq.m

374.55

CTO For

, ,ltdjs. j1 .W Jfl(L:J I

%trier

Rate Analysis of Mastic Asphalt

Item Description & Item No. as

øer SOft 2013

RW-5-63 P/I, mastic asphalt 40mm thick with 10/2C

grade bitumen including producing the same ai

computerized batch mix plant. Transporting the same Ic

Site tileans of mastic cookers, laying the some with

mastic paver including all necessary tools, labours &

barricading, spreading of aggregates as anliskid

measures by means over newly laid mastic asphalt as per

clause no.365 of 'Road Specification' as directed b

Engineer in charge (Note; The materia

specifications/gradiation & content shall be as specified

in the relevant I.S. Codes)

Rate Analysis for Qty 1 cum

Rate

Quantity Cost

Qty = 1 Ton

1 Ton Mastic Asphalt as per

specification from plant including

Mastic Cooker Transportation, 13165

Laying, Spreding & Rolling.

1.00 13165.00

Total

Rate per Cu.M

Say KS.

For 40mm thick

Say Rs.

13165.00

32912.50

32913

1316.52

1317.00

For MIS. New India Road; àys

FOR J. KUMAR INE tier

CT

Rate Analysis of M-40 Concrete

Item Description & Item No. as per RW-10•33: Providing & laying M-40 C.C. avg. conipressive

SOR 2013 strength 45 MI'a and avg.Ilexturat strength of 5.0 Mpa (As per

111€ 15.2002.N.1.6) procured I torn M.C.G.M. approved R.M.C.

plant including use of approved make plasticizer I retarder &

Contractors water with ice laikes and transported by transit

mixer and placing at work site. Compacting finishing initial

curing by approved curing conipund and Contractors water and

tarring the sides of slab with hot bitumen as specified and

directed (w/c ratio 0.4 maximum) (vata for curing will be paid

separately.) (MINIMUM CEMENT CONTENT 350 kg/in3)

Rate Analysis for wy I cum

Rate quantity Cost

Qty: 1 cum

RMC from approved plant

5300.00 1.00 5300.00

Labour charges for unloading,

placing in position, Compacting &

cutting 90.00 1.00

Curing charges 10.00

1.00

Total

1 % supervision charges + 2 %

sundries

Total

15 % contractors Profit +

overheads

Total

4 94 works contract tax

Total

Rate per Cu.M

90.00

10.00

5400.00

162.00

5562.00

834.30

6396.30

255.85

6652.15

6652.15

For Mis. New India Roadw '

FORIKUMARINF

4w' er