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1 CHIVOAT JUTE MILL GHAT 22202530.102 BALUR GHAT 34585660.193 KALI BARI GHAT 12643068.934 BURNING GHAT 10800747.575 JHAWTALA GHAT 29105409.716 IRRIGATION GHAT 16465077.677 THANA GHAT 41217469.908 SHIBA TAMPLE GHAT 22778157.289 ALBIAN JUTE MILL GHAT 16151497.0910 ASOKE CLUB GHAT 21253945.6311 ORIENT MORE GHAT 13478698.06

O&M cost for 6 Months 2212199.10242894461.24

COST OF BUDGE BUDGE GHATBUDGE BUDGE

S No Name of Ghats (TENDER COST)

Anexure-1

1.0 River Side Sheet Pile & Concrete Block Pitching Annexure 1A -

2.0 Renovation of Ghat Annexure 1B -

3.0 Electric Post Annexure 1C 10,00,119.77

4.0 Construction of Footpath & Platfrom 499.5 sqm 2,767.16 Annexure 12 13,82,195.00

5.0 Renovation of Road 165 sqm 586.38 Annexure 23 96,751.88

6.0 Sitting Arrangement 5 Nos. 46,547.98 Annexure15 2,32,739.91

7.0 Proposed Gate 1 Nos. 53,184.07 Annexure 22A 53,184.07

8.0 Side Railing 43 M 2,766.66 Annexure 16 1,18,966.27

9.0 Side Wall 50 M 6,572.83 Annexure 17 3,28,641.58

10.0 Water connection 1 nos 25,147.76 Annexure 13&14 25,147.76

11.0 Landscaping 210 sqm 2,167.00 Annexure 18 4,55,070.00

12.0 Proposed change room 1 nos 1,36,947.32 Annexure 20 1,36,947.32

13.0 Construction of toilet 1 nos 12,23,711.16 Annexure 19 12,23,711.16

14.0 Coffer Dam for Construction 10 M 27,481.66 Annexure 21 2,74,816.55

53,28,291.25

CHIVOT JUTE MILL GHAT

Sub Total

Ammount (Rs.)Quantity RefferenceItem

No.Description

Unit Rate

(INR) Unit

1.1

Annexure 1A

BILL OF QUANTITIES

1.0 Sheet piling work

1.1 Supply of MS sheet piles(ISPS 1421 Z) with 5% wastage 126.02 83,950.00 MT Analysis rate 1,05,79,683.32

1.2

Driving M.S.sheet piles (manually/mechanically) by hammer

and/or monkey including drilling holes and welding of piles as

necessary and cutting sheet piles according to requirement at

site, staging, scaffolding, supply of all equipments and

including carriage of sheet piles up-to work site by trucks,

carts and head load etc. as per direction of the Engineer-in-

charge but the excluding the cost of sheet piles.

1023.75 900.60 1046.41 sqm

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways

Directorate. Sl.

No.-2.5, P-58

10,71,259.31

2.0 Sub-Head-Earth Work

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 1m above ground level and removal of rubbish

upto a distance of 50 m outside the periphery of the area

cleared.

3000.00 642.00 745.94100s

qm

Refer DSR'2014,

Sl. No.-2.31, P-7522,378.19

2.2

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in

depth. 1.5 m in width as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50m and lift upto 1.5m,

disposed earth to be levelled and neatly dressed.

150.00 155.60 180.79 cumRefer DSR'2014,

Sl. No.-2.6, P-7227,118.75

2.3

Supplying and filling in plinth with river sand under floors,

including watering, ramming, consolidating and dressing

complete

75.00 910.25 1057.62 cumRefer DSR'2014,

Sl. No.-2.27, P-7579,321.46

150.00 377.00 sqm 56,550.00

152.52 377.00 sqm 57,500.04

3.0 Sub-Head-Concrete Work 0.00


Item

No.Description

Total

Quantity

Unit Rate

(INR)

Price

Escalation

Unit Refference Ammount (Rs.)

2.4Single brick flat soling of picked jhama bricks including

ramming and dressing bed to proper level and filling joints

SOR-2015, PWD-

Govt of WB, Item

Annexure 1A

BILL OF QUANTITIES


Item

No.Description

Total

Quantity

Unit Rate

(INR)

Price

Escalation


3.1.1

Cast in situ cement concrete block pitching in proportion

1:3:6, laid in panels of size varying from 0.6 M x 0.6 M to 1.0

M x 1.0 M with 37.5 mm size well gradeed stone aggregates

of pakur or other approved variety including dewatering,

dressing, ramming and preparing bed to poper slope, placing ,

compacting and finishing surface of blocks with cement

mortar 1:3 at green stage including necessary shuttering, all

leads and lifts complete. Gap between the adjacent blocks

should not be less than 25 mm, which subsequently is to be

filled up by packing 20 mm down stone chips, cost of witch is

included in the item.

256.41 4,832.90 5615.35 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways

Directorate. Sl.

No.-4.23, P-81

14,39,831.00

3.1.2

Providing filter on bed and slope of canal with 37.5 mm down

well gradeed jhama Khoa including cost and carriage of

materials to site and preparing bed and dressing complete.284.90 1,871.10 2174.03 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways

Directorate. Sl.

No.-4.26, P-82

6,19,381.46

3.1.3

Supplying, fitting and fixing PVC pipes of approved make of

(medium duty) conforming to ASTMD - 1785 and threaded to

match with GI Pipes as per IS : 1239 (Part - I). b) For

Concealed Work (Dia) 15 mm32.08 141.00 M

SOR-2015, PWD-

Govt of

WB,Sanataey &

Plumbing Item

No.19( I), P-11

4,523.75

3.2

Providing and laying in position cement concrete of

specified grade excluding the cost of centering and shuttering -

All work up to plinth level :

0.00

22.50 5,466.30 6351.29 cum 1,42,904.11

22.88 5,466.30 6351.29 cum 1,45,304.90

4.0 Sub-Head-Reinforced Concrete Work 0.00

3.2.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

20 mm nominal size)

Refer DSR'2014,

Sl. No.-4.1.3, P-85

Annexure 1A

BILL OF QUANTITIES


Item

No.Description

Total

Quantity

Unit Rate

(INR)

Price

Escalation


4.1

Reinforced cement concrete work in walls (any thickness),

including attached pilasters, buttresses, plinth and string

courses, fillets, columns, pillars, piers, abutments, posts and

struts etc. up to floor five level, excluding cost of centering,

shuttering, finishing and reinforcement

0.00

52.50 8634.05 10031.90 cum 5,26,674.89

22.88 8634.05 10031.90 cum 2,29,509.87

4.3Centering and shuttering including strutting, propping etc.

and removal of form for0.00

4.3.1Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.175.00 360.80 419.21 sqm

Refer DSR'2014,

Sl. No.-5.9.2, P-9773,362.37

4.4

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level.

. 0.00

4.4.1

Thermo-Mechanically Treated bars

5917.17 68.10 79.13 Kg

Refer DSR'2014,

Sl. No.-5.22.6, P-

99

4,68,198.62

1,55,43,502.04

4.21:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate

20 mm nominal size)

Refer DSR'2014,

Sl. No.-5.2.1, P-96

Total

Annexure 1B

RENOVATION OF EXISTING GHAT

1.0 Sub-Head-Brick Work

1.1Brick work with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in foundation and plinth in:

1.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 4.25 4.25 4918.65 5714.98 24288.66

cum 45.76 45.76 4918.65 5714.98 261517.46

1.2

Half brick masonry with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5 in foundations and

plinth in :

0.00

1.2.1 cement mortar 1:4 (1 cement : 4 coarse sand) sqm 96.00 96.00 584.75 679.42Refer DSR'2014, Sl.

No.-6.12.2, P-11265224.42

2.0 Sub-Head-Finishing Work 0.00 0.00

2.1Cement plaster 1:3 (1 cement: 3 coarse sand) finished with

a floating coat of neat cement.0.00 0.00

2.1.1 20 mm cement plaster sqm 67.00 67.00 303.60 352.75Refer DSR'2014, Sl.

No.-13.9.2, P-21623634.44

3.0 Sub-Head-Flooring Work 0.00

cum 1.91 1.91 49222.00 94137.08

cum 16.52 16.52 49222.00 813178.20

4.0 Sub-Head-Dismentling & Demolishing Work 0.00

4.1

Demolishing Plaster work manually/ by mechanical means

including stacking of serviceable material and disposal of

unserviceable material within 50 metres lead as per

direction of Engineer-in-charge.

0.00

4.1.1 In cement mortar sqm 67.00 67.00 19.00Refer PWD'2015, Sl.

No.-1b 10, P-91273.00

5 Construction of new cover bin. cum 2 2.00 22,235.45 Analysis Rate 44470.91

7White washing with lime to give an even shade : :new

work(three or more coats)Sqm 67.00 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

1261.13

8

Colour washing such as green, blue or buff to give an

even shade New work (two or more coats) with a base

coat of white washing.

Sqm 67.00 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

1751.56

13,30,736.85



Item No. DescriptionUnit Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation

Refference

TOTAL COST =

Ammount (Rs.)

Refer DSR'2014, Sl.

No.-6.1.2, P-111

3.1.175 mm thick Red Sandstone

Analysis Rate

Annexure 1C

Sl. No. Particulars Quantity Unit Rate (Rs.) Refference

Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)

[A] [B] [C] [D] [E] [F] [G] [H] = E+G [I] = C X H J

1

9w Solar LED Street Light system with

a)12w/40Wp SPV module 1 no.; b)12v/40Ah

Tubular plate battery (Exide make)- 1 set;

c)12v/9w LED outdoor luminary with automatic

DD CCU – 1no.; d) MMS; e) Steel Pole 4.5 mts –

1 no.; f) Suitable Battery box- 1 no.; f) Cables

& Wiring materials etc.

12 Item 17328.00 Analysis Rate 0.00 17328.00 207936.00

2





DD CCU – 1no.; d) MMS; e) Steel Pole 6 mts – 1

no.; f) Suitable Battery box- 1 no.; f) Cables &

Wiring materials etc.


3









4 Supply of 12 m SWAGGED type Poles 1 Each 10561.54 Analysis Rate 0.00 10561.54 10561.54

5

a) Above 4.5 metre and upto 6.5 metre 24 Each 2311.00DSR-2013, Code

No. 11.3.1, P- 35617.16 2928.16 70275.77

b) Above 6.5 metre and upto 8.0 metre 8 Each 2796.00DSR-2013, Code

No. 11.3.2, P- 35746.68 3542.68 28341.42

ESTIMATES ON RIVER GHAT LIGHT POST(CHIVOT JUTE MILL GHAT)

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm

nominal size) foundation including excavation & refilling etc. as required.

Annexure 1C


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)



c) Above 11.0 metre and upto 13.0 metre 1 Each 3897.00DSR-2013, Code

No. 11.3.4, P- 351040.70 4937.70 4937.70

6

Supply & Wiring with 1.1 KV grade single core

PVC insulated stranded Copper wire in EI

conduit/GI conduit and painting - - 4x2.5 sqmm

wire in 25 mm conduit incl. S&F 2x10 SWG GI

ECC

70 RM 306.00

PWD-2014, GoWB,

Electrical Works,

Item No. A.1(j), P-

E-1

17.04 323.04 22613.09

7

Laying of cable as below, after cutting

floor/pavement/wall/ and making holes incl.,

embedding the cable at an average depth as

below and mending good the damages to

original finish incl. removing the rubbish From

2.5 sqmm through 20 mm dia GI conduit at an

average depth of 75 mm in floor/pavement/wall

etc.

70 RM 129.00

PWD-2014, GoWB,

Electrical Works,

Item No. 5(i), P-F-3

7.19 136.19 9532.97

8

Supplying and fixing 5 amps to 32 amps rating,

240/415 volts, “C” curve, miniature circuit

breaker suitable for inductive load of following

poles in the existing MCB DB complete with

connections, testing and commissioning etc. as

required - Supply and fixing of 240V, 6A MCB-

SPN

1 Each 399.00DSR- 2013, Code

No. 2.10.2, P-12106.55 505.55 505.55

9

Supplying and fixing following way prewired

SP&N MCB distribution board of steel sheet for

240 volts on surface/ recess complete with

loose wire box, terminal connectors for all

incoming and outgoing circuits, duly prewired

with suitable size FRLS PVC insulated copper

conductor up to terminal blocks, tinned copper

bus bar, neutral link, earth bar, din bar,

detachable gland plate, interconnections,

powder painted including earthing etc. as

required. (But without MCB/ RCCB/ Isolator) - 2

+ 8 way, Single door

1 Each 2265.00DSR- 2013, Code

No. 2.7.2, P-11604.87 2869.87 2869.87

Annexure 1C


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)



10 Supply of 30 Watt 'MAGNAM' LED flood light

on 12 mt. post4 Each 16966.00 Analysis Rate 0.00 16966.00 67864.00

11

Fixing outdoor type fluorescent/SV/MV/LED

light fitting on pole including S&F 40 mm dia x

1.68 mts. long GI Pipe (ISI-Medium) bracket

with 40 mmx10 mm thick, MS clamp etc. and

providing wiring with 2x1/1.40 PVC insulated

and sheathed wire (single core) from loop box

at the base of pole to light fiting through pole &

bracket (without control switch) including

making connections & painting - Fixing of 30

Watt LED street Flood light on 12 mt. post

4 Set 1507.00

PWD-2015, GoWB,

Electrical Works,

Item No. H(4), P-H-

5

83.94 1590.94 6363.76

12

a) With 4.5 meter Pole 2.5 Meter 25.00DSR-2013, Code

No. 5.7, P-223.78 28.78 863.43

b) With 6 meter Pole 2.5 Meter 25.00DSR-2013, Code

No. 5.7, P-223.78 28.78 863.43

c) With 7 meter Pole 2.5 Meter 25.00DSR-2013, Code

No. 5.7, P-223.78 28.78 575.62

d) With 12 meter SWAGGED Pole 2.5 Meter 25.00DSR-2013, Code

No. 5.7, P-223.78 28.78 71.95

13

Earthing with G.I. earth pipe 4.5 metre long, 40

mm dia including accessories, and providing

masonry enclosure with cover plate having

locking arrangement and watering pipe etc. (but

without charcoal/ coke and salt ) as required

1 Set 2781.00DSR-2013, Code

No. 5.1, P-22742.67 3523.67 3523.67

14 Construction of Meter Shade/Room 1 No. 15000.00 Lumpsum 0.00 15000.00 15000.00

909199.7915 90919.98

1000119.77GRAND TOTAL =

Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination

with GI thimble etc. as required

Sub-Total =

Miscelaneous Items

Annexure-2

1.0 Sheet Piles, Concrete Block Pitching & Ramp Annexure 2A -

2.0 Renovation of Ghat Annexure 2B 6,28,000.52

3.0 Construction of Footpath 549 sqm 2,767.16 Annexure 12 15,19,169.28


5.0 Proposed Gate 1 Nos. 1,62,282.51 Annexure 22E 1,62,282.51


7.0 Water Connection 1 Nos. 25,147.76 Annexure 13&14 25,147.76





12.0 Renovation of toilet Annexure 2C -

13.0 Electric Post Annexure 2D 11,68,440.01

60,58,158.90 Sub Total

BALUR GHAT


No.Description

Unit Rate

(INR) Unit

2.1

Annexure 2A

BILL OF QUANTITIES


1.1 Supply of MS sheet piles(ISPS 1421 Z) with 5% wastage 249.63 83,950.00 MT Analysis rate 2,09,56,236.72

1.2




site, staging, scaffolding, supply of all equipments and including

carriage of sheet piles up-to work site by trucks, carts and head

load etc. as per direction of the Engineer-in-charge but the

excluding the cost of sheet piles.

2027.84 900.60 1046.41 sqm

Refer SOR 2013-'2014,Govt

of WB, Irrigation &

Waterways Directorate. Sl.

No.-2.5, P-58

21,21,950.44


2.1


brush wood, trees and saplings of girth upto 30 cm measured at

a height of 1m above ground level and removal of rubbish upto

a distance of 50 m outside the periphery of the area cleared.

2000.00 642.00 745.94 100sqmRefer DSR'2014, Sl. No.-

2.31, P-7514,918.80

2.2






297.60 155.60 180.79 cumRefer DSR'2014, Sl. No.-2.6,

P-7253,803.59

2.3



complete

148.80 910.25 1057.62 cumRefer DSR'2014, Sl. No.-

2.27, P-751,57,373.78

297.60 377.00 sqm 1,12,195.20

105.78 377.00 sqm 39,879.06

3.0 Sub-Head-Concrete Work 0.00 -

3.1.1

Cast in situ cement concrete block pitching in proportion 1:3:6,

laid in panels of size varying from 0.6 M x 0.6 M to 1.0 M x 1.0

M with 37.5 mm size well gradeed stone aggregates of pakur or

other approved variety including dewatering, dressing, ramming

and preparing bed to poper slope, placing , compacting and

finishing surface of blocks with cement mortar 1:3 at green

stage including necessary shuttering, all leads and lifts

complete. Gap between the adjacent blocks should not be less

than 25 mm, which subsequently is to be filled up by packing 20

mm down stone chips, cost of witch is included in the item.

335.52 4,832.90 5615.35 cum


of WB, Irrigation &


No.-4.23, P-81

18,84,061.06

3.1.2



materials to site and preparing bed and dressing complete. 372.80 1,871.10 2174.03 cum


of WB, Irrigation &


No.-4.26, P-82

8,10,478.79

BALUR GHAT

Item No. Description Total Quantity Unit Rate

(INR)

Price

Escalation


2.4Single brick flat soling of picked jhama bricks including ramming

and dressing bed to proper level and filling joints with local sand

SOR-2015, PWD-Govt of

WB, Item No.1 ( c), P-12

Annexure 2A

BILL OF QUANTITIES

BALUR GHAT

Item No. Description Total Quantity Unit Rate

(INR)

Price

Escalation


3.1.3




Concealed Work (Dia) 15 mm

83.33 141.00 M


WB,Sanataey & Plumbing

Item No.19( I), P-11

11,750.00

3.2




0.00

22.50 5,466.30 6351.29 cum 1,42,904.11

15.87 5,466.30 6351.29 cum 1,00,775.98


4.1






0.00

104.16 8634.05 10031.90 cum 10,44,922.98

15.87 8634.05 10031.90 cum 1,59,176.20

4.3Centering and shuttering including strutting, propping etc. and

removal of form for0.00

4.3.1Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.347.20 360.80 419.21 sqm

Refer DSR'2014, Sl. No.-

5.9.2, P-971,45,550.93

4.4



upto plinth level.

. 0.00

4.4.1Thermo-Mechanically Treated bars

9422.12 68.10 79.13 KgRefer DSR'2014, Sl. No.-

5.22.6, P-997,45,528.88

2,85,01,506.53

3.2.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size)


4.1.3, P-85

4.21:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20

mm nominal size)


5.2.1, P-96

Total

Annexure 2B



1.1Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

1.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 0.50 4918.65 5714.98Refer DSR'2014, Sl. No.-

6.1.2, P-111

2857.49

1.2Half brick masonry with common burnt clay F.P.S. (non modular) bricks

of class designation 7.5 in foundations and plinth in :

0.00

1.2.1cement mortar 1:4 (1 cement : 4 coarse sand)

sqm 20.00 584.75 679.42Refer DSR'2014, Sl. No.-

6.12.2, P-112

13588.42

2.0 Sub-Head-Finishing Work 0.00

2.1Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat

of neat cement.

0.00

2.1.120 mm cement plaster


13.9.2, P-216

56440.45

3.0 Sub-Head-Flooring Work 0.00 0.00

cum 3.73 49222.00 183659.59

cum 6.50 49222.00 319789.18

4 Construction of new cover bin. cum 2.00 22,235.45 Analysis Rate 44470.91

5White washing with lime to give an even shade : :new work(three or

more coats)Sqm 160.00 16.20 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-2193011.64

6Colour washing such as green, blue or buff to give an even shade New

work (two or more coats) with a base coat of white washing. Sqm 160.00 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-2194182.84

6,28,000.52

BALUR GHAT

BILL OF QUANTITIES RENOVATION OF EXISTING GHAT

Item

No.Description

Unit Total

Quantity

TOTAL

Unit Rate

(INR)

Price

Escalation

Refference Ammount

(Rs.)

3.1.1

75 mm thick Red Sandstone

Analysis Rate

Annexure 2C

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)Refference

Amount

(Rs.)

1 Sqm 2 138.00 138.00 16.2DSR-2014,CPWD Building, Code

No.13.37.1, P-2192235.60

2 Sqm 138.00 138.00 22.50DSR-2014,CPWD Building, Code

No.13.39.1, P-2193105.00

3 Cum 2 0.08 91496.9DSR-2014,CPWD Building, Code

No.9.1.1, P-1447136.76

4 Sqm 2 3.68 2689DSR-2014,CPWD Building, Code

No.9.5.1.1, P-1449895.52

22372.88

3622.17

25995.05

BALUR GHAT

RENOVATION FOR TOILET (7MX4.5M)

Brief Description of Item




White washing with lime to give an even shade : :new

work(three or more coats)

Providing wood work in frames of doors, windows,

clerestory windows and other frames, wrought framed

and fixed in position with hold fast lugs or with dash Providing and fixing panelled or panelled and glazed

shutters for doors, windows and clerestory windows,

including ISI marked M.S. pressed butt hinges bright

Total =

Price Escalation =

GRAND TOTAL =

Annexure 2D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)

[A] [B] [C] [D] [E] [F] [G] [H] = E+G [I] = C XH J

1








28 Item 25693.00Analysis Rate

Annexure-26D0.00 25693.00 719404.00

2 Supply of 12 m SWAGGED type Poles 2 Each 10561.54Analysis Rate

Annexure-26D0.00 10561.54 21123.09

3


No. 11.3.2, P- 35746.68 3542.68 99194.96


No. 11.3.4, P- 351040.70 4937.70 9875.40

4





ECC

120 RM 306.00

PWD-2014, GoWB,

Electrical Works,

Item No. A.1(j), P-

E-1

17.04 323.04 38765.30

5








etc.

120 RM 129.00

PWD-2014, GoWB,

Electrical Works,


7.19 136.19 16342.24

ESTIMATES ON RIVER GHAT LIGHT POST(BALUR GHAT)


Annexure 2D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)



6







SPN

1 Each 399.00DSR- 2013, Code

No. 2.10.2, P-12106.55 505.55 505.55

7













1 Each 2265.00DSR- 2013, Code

No. 2.7.2, P-11604.87 2869.87 2869.87


on 12 mt. post8 Each 16966.00

Analysis Rate

Annexure-26D0.00 16966.00 135728.00

9











8 Set 1507.00

PWD-2015, GoWB,

Electrical Works,

Item No. H(4), P-H-

5

83.94 1590.94 12727.52

10 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination

Annexure 2D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)



a) With 7 meter Pole 2.5 Meter 25.00DSR-2013, Code

No. 5.7, P-223.78 28.78 2014.67

b) With 12 meter SWAGGED Pole 2.5 Meter 25.00DSR-2013, Code

No. 5.7, P-223.78 28.78 143.91

11






1 Set 2781.00DSR-2013, Code

No. 5.1, P-22742.67 3523.67 3523.67

1062218.1912 106221.82


Sub-Total =

Miscelaneous Items

Annexure-3

1.0 Sheet Piles, Concrete Block Pitching & Ramp Annexure 3A -

2.0 Renovation of Ghat Annexure 3B -


4.0 Sitting Arrangement 8 Nos. 46,547.98 Annexure 15 3,72,383.86

5.0 Construction of Footpath 115 sqm 2,767.16 Annexure 12 3,18,223.07

6.0 Proposed Gate 1 Nos. 1,06,434.55 Annexure 22C 1,06,434.55

7.0 Side Railing 30 M 2,167.00 Annexure 16 65,010.00


9.0 Renovation of toilet Annexure 3C -

20,59,212.15 Sub Total

KALIBARI GHATAmmount (Rs.)Quantity RefferenceItem

No.Description

Unit Rate

(INR) Unit

3.1

Annexure 3A

BILL OF QUANTITIES SHEET PILES,CONCRETE BLOCK PITCHING & RAMP


1.1 Supply of MS sheet piles(ISPS 1421 Z) with 5% wastage 70.57 70.57 83,950.00 MT Analysis rate 59,24,622.66

1.2








573.30 573.30 900.60 1046.41 sqm

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways

Directorate. Sl. No.-

2.5, P-58

5,99,905.21


2.1





cleared.

650 650.00 642.00 745.94100s

qm

Refer DSR'2014, Sl.

No.-2.31, P-754,848.61

2.2






84 84.00 155.60 180.79 cumRefer DSR'2014, Sl.

No.-2.6, P-7215,186.50

2.3



complete

42 42.00 910.25 1057.62 cumRefer DSR'2014, Sl.

No.-2.27, P-7544,420.02

84 84.00 377.00 sqm 31,668.00

206 206.00 377.00 sqm 77,662.00


KALIBARI GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation




SOR-2015, PWD-

Govt of WB, Item

Annexure 3A


KALIBARI GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


3.1.1












120.78 120.78 4,832.90 5615.35 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.23, P-81

6,78,221.55

3.1.2



materials to site and preparing bed and dressing complete.134.20 134.20 1,871.10 2174.03 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.26, P-82

2,91,754.97

3.1.3




Concealed Work (Dia) 15 mm20.33 20.33 141.00 M

SOR-2015, PWD-

Govt of

WB,Sanataey &

Plumbing Item

No.19( I), P-11

2,867.00

3.2




0.00

12.6 12.60 5,466.30 6351.29 cum 80,026.30

30.9 30.90 5,466.30 6351.29 cum 1,96,254.98



20 mm nominal size)

Refer DSR'2014, Sl.

No.-4.1.3, P-85

Annexure 3A


KALIBARI GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


4.1






0.00

29.4 29.40 8634.05 10031.90 cum 2,94,937.94

30.9 30.90 8634.05 10031.90 cum 3,09,985.79




butteresses, plinth and string courses etc.98.0 98.00 360.80 419.21 sqm

Refer DSR'2014, Sl.

No.-5.9.2, P-9741,082.92

4.4



upto plinth level.

. 0.00

4.4.1


4733.55 68.10 79.13 KgRefer DSR'2014, Sl.

No.-5.22.6, P-993,74,543.99

89,67,988.46


20 mm nominal size)

Refer DSR'2014, Sl.

No.-5.2.1, P-96

Total

Annexure 3B



1.1

Brick work with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5 in

foundation and plinth in:

1.1.1

Cement mortar 1:4 (1 cement : 4 coarse sand)

cum 3.75 4918.65 5714.98Refer DSR'2014, Sl.

No.-6.1.2, P-11121431.17

1.2

Half brick masonry with common burnt clay

F.P.S. (non modular) bricks of class designation

7.5 in foundations and plinth in :0.00

1.2.1

cement mortar 1:4 (1 cement : 4 coarse sand)

sqm 20.00 584.75 679.42Refer DSR'2014, Sl.

No.-6.12.2, P-11213588.42


2.1

Cement plaster 1:3 (1 cement: 3 coarse sand)

finished with a floating coat of neat cement. 0.00

2.1.1

12 mm cement plaster

sqm 366.47 226.10 262.71Refer DSR'2014, Sl.

No.-13.9.1, P-21696274.77

2.1.2

20 mm cement plaster

sqm 120.00 303.60 352.75Refer DSR'2014, Sl.

No.-13.9.2, P-21642330.34


3.1.1 75 mm thick Red Sandstone cum 27.49 49222.00 Analysis Rate 1352893.74


4.1

Demolishing Plaster work manually/ by

mechanical means including stacking of

serviceable material and disposal of

unserviceable material within 50 metres lead as

per direction of Engineer-in-charge.

sqm 120.00 19.00Refer PWD'2015, Sl.

No.-1b 10, P-92280.00

4.2

Dismantling Chunar stone flooring carefully

including removing rubbish to anywhere within a

lead of 75 m. and stacking the serviceable

materials as directed.

sqm 366.47 35.00Refer PWD'2015, Sl.

No.-1b 9, P-912826.59


6White washing with lime to give an even shade

: :new work(three or more coats)Sqm 120.00 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

2258.73

Ammount (Rs.)

KALIBARI GHAT


Item No. DescriptionUnit Total Quantity Unit Rate

(INR) Price Escalation

Refference

Annexure 3B

Ammount (Rs.)

KALIBARI GHAT


Item No. DescriptionUnit Total Quantity Unit Rate


Refference

7

Colour washing such as green, blue or buff to

give an even shade New work (two or more

coats) with a base coat of white washing.

Sqm 120.00 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

3137.13

15,91,491.80 TOTAL

Annexure 3C

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)Refference

Amount

(Rs.)

1 Sqm 2 102.00 102.00 16.2

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

1652.40

2 Sqm 102.00 102.00 22.50

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

2295.00

3 Cum 2 0.08 91496.9

DSR-2014,CPWD

Building, Code

No.9.1.1, P-144

7136.76

4 Sqm 2 3.68 2689

DSR-2014,CPWD

Building, Code

No.9.5.1.1, P-144

9895.52

20979.68

3396.61

24376.29

KALIBARI GHAT

RENOVATION FOR TOILET(3MX5.5M)









and fixed in position with hold fast lugs or with dash Providing and fixing panelled or panelled and glazed



Total =

Price Escalation =

GRAND TOTAL =

Annexure 3D


Schedule

Price

Escalation

(Rs.)

Final Rate (Rs.) Amount (Rs.)


1

9w Solar LED Street Light system with a)12w/40Wp SPV module 1

no.; b)12v/40Ah Tubular plate battery (Exide make)- 1 set;

c)12v/9w LED outdoor luminary with automatic DD CCU – 1no.; d)

MMS; e) Steel Pole 4.5 mts – 1 no.; f) Suitable Battery box- 1

no.; f) Cables & Wiring materials etc.


2

12w Solar LED Street Light system with a)12w/75Wp SPV module

1 no.; b)12v/75Ah Tubular plate battery (Exide make)- 1 set;

c)12v/12w LED outdoor luminary with automatic DD CCU – 1no.;

d) MMS; e) Steel Pole 6 mts – 1 no.; f) Suitable Battery box- 1



3

15w Solar LED Street Light system with a)12w/125Wp SPV

module 1 no.; b)12v/125Ah Tubular plate battery (Exide make)- 1

set; c)12v/15w LED outdoor luminary with automatic DD CCU –

1no.; d) MMS; e) Steel Pole 7 mts – 1 no.; f) Suitable Battery

box- 1 no.; f) Cables & Wiring materials etc.



5


No. 11.3.1, P- 35617.16 2928.16 55634.98


No. 11.3.2, P- 35746.68 3542.68 28341.42


No. 11.3.4, P- 351040.70 4937.70 9875.40

6

Supply & Wiring with 1.1 KV grade single core PVC insulated

stranded Copper wire in EI conduit/GI conduit and painting - -

4x2.5 sqmm wire in 25 mm conduit incl. S&F 2x10 SWG GI ECC

80 RM 306.00

PWD-2014,

GoWB, Electrical

Works, Item No.

A.1(j), P- E-1

17.04 323.04 25843.54

7

Laying of cable as below, after cutting floor/pavement/wall/ and

making holes incl., embedding the cable at an average depth as

below and mending good the damages to original finish incl.

removing the rubbish From 2.5 sqmm through 20 mm dia GI

conduit at an average depth of 75 mm in floor/pavement/wall etc.

80 RM 129.00

PWD-2014,

GoWB, Electrical

Works, Item No.

5(i), P-F-3

7.19 136.19 10894.82

8

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C”

curve, miniature circuit breaker suitable for inductive load of

following poles in the existing MCB DB complete with connections,

testing and commissioning etc. as required - Supply and fixing of

240V, 6A MCB-SPN

1 Each 399.00DSR- 2013, Code

No. 2.10.2, P-12106.55 505.55 505.55

ESTIMATES ON RIVER GHAT LIGHT POST(KALI BARI GHAT)

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation

Annexure 3D


Schedule

Price

Escalation

(Rs.)

Final Rate (Rs.) Amount (Rs.)


ESTIMATES ON RIVER GHAT LIGHT POST(KALI BARI GHAT)

9

Supplying and fixing following way prewired SP&N MCB

distribution board of steel sheet for 240 volts on surface/ recess

complete with loose wire box, terminal connectors for all incoming

and outgoing circuits, duly prewired with suitable size FRLS PVC

insulated copper conductor up to terminal blocks, tinned copper

bus bar, neutral link, earth bar, din bar, detachable gland plate,

interconnections, powder painted including earthing etc. as

required. (But without MCB/ RCCB/ Isolator) - 2 + 8 way, Single

door

1 Each 2265.00DSR- 2013, Code

No. 2.7.2, P-11604.87 2869.87 2869.87

10 Supply of 30 Watt 'MAGNAM' LED flood light on 12 mt. post 8 Each 16966.00Analysis Rate

Annexure-26D0.00 16966.00 135728.00

11

Fixing outdoor type fluorescent/SV/MV/LED light fitting on pole

including S&F 40 mm dia x 1.68 mts. long GI Pipe (ISI-Medium)

bracket with 40 mmx10 mm thick, MS clamp etc. and providing

wiring with 2x1/1.40 PVC insulated and sheathed wire (single

core) from loop box at the base of pole to light fiting through pole

& bracket (without control switch) including making connections

& painting - Fixing of 30 Watt LED street Flood light on 12 mt.

post

8 Set 1507.00

PWD-2015,

GoWB, Electrical

Works, Item No.

H(4), P-H-5

83.94 1590.94 12727.52

12


No. 5.7, P-223.78 28.78 1079.29


No. 5.7, P-223.78 28.78 287.81


No. 5.7, P-223.78 28.78 575.62


No. 5.7, P-223.78 28.78 143.91

13

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including

accessories, and providing masonry enclosure with cover plate

having locking arrangement and watering pipe etc. (but without

charcoal/ coke and salt ) as required

1 Set 2781.00DSR-2013, Code

No. 5.1, P-22742.67 3523.67 3523.67

858270.4914 85827.05


Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required

Sub-Total =

Miscelaneous Items

Annexure- 4

1.0 Sheet pile & Concrete block pitching Annexure 4A -

2.0 Rrenovation of ghat Annexure 4B -


4.0 Proposed gate 1 Nos. 53,184.07 Annexure 22A 53,184.07


6.0 Side Wall 5 M 6,572.83 Annexure 17 32,864.16


8.0 Renovation change room 1 Nos - Annexure 4C -

10,48,823.84 Sub Total

BURNING GHAT


No.Description

Unit Rate

(INR) Unit

4.1

Annexure 4A




1.2








597.87 597.87 900.60 1046.41 sqm

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


2.5, P-58

6,25,615.44


2.1





cleared.

918 918.00 642.00 745.94100s

qm

Refer DSR'2014, Sl.

No.-2.31, P-756,847.73

2.2






87.6 87.60 155.60 180.79 cumRefer DSR'2014, Sl.

No.-2.6, P-7215,837.35

2.3



complete

43.8 43.80 910.25 1057.62 cumRefer DSR'2014, Sl.

No.-2.27, P-7546,323.73

87.6 87.60 377.00 sqm 33,025.20

48 48.00 377.00 sqm 18,096.00


KALIBARI GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation




SOR-2015, PWD-

Govt of WB, Item

Annexure 4A


KALIBARI GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


3.1.1












165.24 165.24 4,832.90 5615.35 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.23, P-81

9,27,879.86

3.1.2




Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.26, P-82

3,99,152.11

3.1.3





SOR-2015, PWD-

Govt of

WB,Sanataey &

Plumbing Item

No.19( I), P-11

2,397.00

3.2




0.00

13.14 13.14 5,466.30 6351.29 cum 83,456.00

7.2 7.20 5,466.30 6351.29 cum 45,729.32


4.1






0.00


20 mm nominal size)

Refer DSR'2014, Sl.

No.-4.1.3, P-85

Annexure 4A


KALIBARI GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


30.66 30.66 8634.05 10031.90 cum 3,07,578.14

7.2 7.20 8634.05 10031.90 cum 72,229.70





Refer DSR'2014, Sl.

No.-5.9.2, P-9742,843.62

4.4



upto plinth level.

. 0.00

4.4.1


2972.01 68.10 79.13 KgRefer DSR'2014, Sl.

No.-5.22.6, P-992,35,161.45

90,40,707.70


20 mm nominal size)

Refer DSR'2014, Sl.

No.-5.2.1, P-96

Total

Annexure 4B



1.1


modular) bricks of class designation 7.5 in foundation

and plinth in:

1.1.1Cement mortar 1:4 (1 cement : 4 coarse sand)

cum 0.50 0.50 4918.65 5714.98Refer DSR'2014, Sl. No.-

6.1.2, P-1112857.49

1.2

Half brick masonry with common burnt clay F.P.S.

(non modular) bricks of class designation 7.5 in

foundations and plinth in :

0.00


sqm 20.00 20.00 584.75 679.42Refer DSR'2014, Sl. No.-

6.12.2, P-11213588.42


2.1Cement plaster 1:3 (1 cement: 3 coarse sand) finished

with a floating coat of neat cement.0.00



13.9.2, P-21661731.75


3.1.1 75 mm thick Red Sandstone cum 6.40 6.40 49222.00 Analysis Rate 315237.38


4.1

Demolishing Plaster work manually/ by mechanical

means including stacking of serviceable material and

disposal of unserviceable material within 50 metres

lead as per direction of Engineer-in-charge.

sqm 175.00 175.00 19.00Refer PWD'2015, Sl. No.-

1b 10, P-93325.00

4.2






1b 9, P-92988.72

5 Construction of new cover bin. cum 2.00 2.00 22,235.45 Analysis Rate 44470.91

6White washing with lime to give an even shade :

:new work(three or more coats)Sqm 175.00 175.00 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

3293.99

7

Colour washing such as green, blue or buff to give

an even shade New work (two or more coats) with

a base coat of white washing.

Sqm 175.00 175.00 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

4574.98

Ammount (Rs.)

BURNING GHAT



Quantity

Unit Rate

(INR)

Price

Escalation

Refference

Annexure 4B

Ammount (Rs.)

BURNING GHAT



Quantity

Unit Rate

(INR)

Price

Escalation

Refference

8

M.S. structural works in roof trusses with tubular

sections conforming to IS: 806-1957 & IS: 1161-

1958 cnnected to one another with bracket, gusset

cleats as per design, direction of Engineer-in-charge

complete including cutting to requisite size,

fabrication with necessary metal arc welding

conforming to IS: 816-1956 & IS: 9595 using

electrodes of approved make and brand conforming

to IS:814- 1957, haulage, hoisting and erection all

complete.

Kg 29.3 29.33 68.64

SOR-2015, PWD-Govt

of WB, Item No.1 (F) 2

i, P-75

2013.56

9

Labour for hoisting and placing in proper position (

up to 1st floor level) departmental R.S. joists,

channels, angles. Tees, plates etc. including fitting

and fixing same with bolts and nuts, if necessary

(but excluding cost of such bolts and nuts)

Kg 29.3 29.33 4.16

SOR-2015, PWD-Govt

of WB, Item No.1 (F) 5,

P-77

122.03

10

Supplying, fitting and fixing glass reinforced

polyester translucent fiber glass sheet to match with

GCI Corrugation as per IS: 12866 - 1989 in roof

fitted and fixed with 10 mm

dia "J" or "L" hook, bolts and nuts, limpet and

bitumen washers and putty with 150mm end lap

and one corrugation minimum side lap complete.

Coloured other than natural white or tinted blue

Sqm 238.0 238.00 907.00

SOR-2015, PWD-Govt

of WB, Item No.1 (E)

25 iii), P-65

215866.00

6,70,070.21 TOTAL

Annexure 4C

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)

Price

EscalationRefference

Amount

(Rs.)

1 Sqm 1 20.28 20.28 353.35 410.56

DSR-2014,CPWD

Building, Code

No.11.3.1, P-182

8326.10

2 Sqm 2 81.60 81.60 163.00 189.39

DSR-2014,CPWD

Building, Code

No.13.1.1, P-216

15454.20

3 Sqm 40.80 40.80 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

767.97

4 Sqm 40.80 40.80 22.50 23.75

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

969.13

5 Cum 1 0.04 91496.9 106310.25

DSR-2014,CPWD

Building, Code No.9.1.1,

P-144

4146.10

KALIBARI GHAT

RENOVATION FOR CHANGE ROOM(5.2Mx3.9M)


12 mm cement plaster of mix :

(1:4 cement and Sand mixture)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate) finished with a

floating coat of neat cement, including cement slurry,

but excluding the cost of nosing of steps etc. complete.

# 40 mm thick with 20 mm nominal size stone

aggregate








and fixed in position with hold fast lugs or with dash

fasteners of required dia & length ( hold fast lugs or

dash fastener shall be paid for separately).

# Second class teak wood

Annexure 4C

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)

Price


Amount

(Rs.)

KALIBARI GHAT

RENOVATION FOR CHANGE ROOM(5.2Mx3.9M)


6 Sqm 1 1.84 2689 3124.35

DSR-2014,CPWD

Building, Code

No.9.5.1.1, P-144

5748.80

35412.31

41145.56

41145.56 TOTAL COST =

Providing and fixing panelled or panelled and glazed



finished of required size with necessary screws,

excluding panelling which will be paid for separately, all

complete as per direction ofEngineer-in-charge.

In Ground Floor:

(ii) 35mm Thick shutter.

(a) Second class teak wood

Total =

Price escalation =

Annexure 4D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)


1









2









3










5


No. 11.3.1, P- 35617.16 2928.16 23425.26


No. 11.3.2, P- 35746.68 3542.68 35426.77


No. 11.3.4, P- 351040.70 4937.70 4937.70

ESTIMATES ON RIVER GHAT LIGHT POST(BURNING GHAT)


Annexure 4D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)



6





ECC

20 RM 306.00

PWD-2014, GoWB,

Electrical Works,

Item No. A.1(j), P-

E-1

17.04 323.04 6460.88

7








etc.

20 RM 129.00

PWD-2014, GoWB,

Electrical Works,


7.19 136.19 2723.71

8







SPN

1 Each 399.00DSR- 2013, Code

No. 2.10.2, P-12106.55 505.55 505.55

9













1 Each 2265.00DSR- 2013, Code

No. 2.7.2, P-11604.87 2869.87 2869.87



Annexure 4D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)



11











4 Set 1507.00

PWD-2015, GoWB,

Electrical Works,

Item No. H(4), P-H-

5

83.94 1590.94 6363.76

12


No. 5.7, P-223.78 28.78 503.67


No. 5.7, P-223.78 28.78 71.95


No. 5.7, P-223.78 28.78 719.53


No. 5.7, P-223.78 28.78 71.95

13






1 Set 2781.00DSR-2013, Code

No. 5.1, P-22742.67 3523.67 3523.67

565168.8214 56516.88



Sub-Total =

Miscelaneous Items

Annexure- 5

1.0 Sheet Pile & Concrete Block Pitching Annexure 5A -

2.0 Rrenovation of Ghat Annexure 5B -

3.0 Water Connection 1 Nos. 25,147.76 Annexure 13&14 25,147.76






9.0 Renovation Footpath 225 sqm 586.38 Annexure 23 1,31,934.38

10.0 Renovation change room 1 M 36,766.46 Annexure 5C 36,766.46


31,81,635.89 Sub Total

JHAWTALA GHAT


No.Description

Unit Rate

(INR) Unit

5.1

Annexure 5A



1.1 Supply of MS sheet piles(ISPS 1421 Z) with 5% wastage 199.62 199.62 83,950.00 MT Analysis rate 1,67,58,218.38

1.2

Driving M.S.sheet piles (manually/mechanically) by

hammer and/or monkey including drilling holes and

welding of piles as necessary and cutting sheet piles

according to requirement at site, staging, scaffolding,

supply of all equipments and including carriage of sheet

piles up-to work site by trucks, carts and head load etc.

as per direction of the Engineer-in-charge but the

excluding the cost of sheet piles.

1621.62 1621.62 900.60 1046.41 sqm

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


2.5, P-58

16,96,874.75


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 1m above ground level and

removal of rubbish upto a distance of 50 m outside the

periphery of the area cleared.

3600 3600.00 642.00 745.94100s

qm

Refer DSR'2014, Sl.

No.-2.31, P-7526,853.83

2.2

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

(exceeding 30cm in depth. 1.5 m in width as well as 10

sqm on plan) including disposal of excavated earth, lead

upto 50m and lift upto 1.5m, disposed earth to be

levelled and neatly dressed.

240 240.00 155.60 180.79 cumRefer DSR'2014, Sl.

No.-2.6, P-7243,389.99

2.3

Supplying and filling in plinth with river sand under

floors, including watering, ramming, consolidating and

dressing complete

120 120.00 910.25 1057.62 cumRefer DSR'2014, Sl.

No.-2.27, P-751,26,914.34

237.6 237.60 377.00 sqm 89,575.20

27.3 27.30 377.00 sqm 10,292.10

21.09 21.09 377.00 sqm 7,950.93


JHAWTALA GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


2.4

Single brick flat soling of picked jhama bricks including

ramming and dressing bed to proper level and filling

joints with local sand

SOR-2015, PWD-

Govt of WB, Item

No.1 ( c), P-12

Annexure 5A


JHAWTALA GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


3.1.1


1:3:6, laid in panels of size varying from 0.6 M x 0.6 M to

1.0 M x 1.0 M with 37.5 mm size well gradeed stone

aggregates of pakur or other approved variety including

dewatering, dressing, ramming and preparing bed to

poper slope, placing , compacting and finishing surface

of blocks with cement mortar 1:3 at green stage

including necessary shuttering, all leads and lifts

complete. Gap between the adjacent blocks should not

be less than 25 mm, which subsequently is to be filled

up by packing 20 mm down stone chips, cost of witch is


450.00 450.00 4,832.90 5615.35 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.23, P-81

25,26,905.93

3.1.2

Providing filter on bed and slope of canal with 37.5 mm

down well gradeed jhama Khoa including cost and

carriage of materials to site and preparing bed and

dressing complete.500.00 500.00 1,871.10 2174.03 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.26, P-82

10,87,015.55

3.1.3

Supplying, fitting and fixing PVC pipes of approved

make of (medium duty) conforming to ASTMD - 1785

and threaded to match with GI Pipes as per IS : 1239

(Part - I). b) For Concealed Work (Dia) 15 mm66.67 66.67 141.00 M

SOR-2015, PWD-

Govt of

WB,Sanataey &

Plumbing Item

No.19( I), P-11

9,400.00

3.2


specified grade excluding the cost of centering and

shuttering - All work up to plinth level :0.00

35.64 35.64 5,466.30 6351.29 cum 2,26,360.12

4.095 4.10 5,466.30 6351.29 cum 26,008.55

3.1635 3.16 5,466.30 6351.29 cum 20,092.32


3.2.1

1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size)Refer DSR'2014, Sl.

No.-4.1.3, P-85

Annexure 5A


JHAWTALA GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


4.1

Reinforced cement concrete work in walls (any

thickness), including attached pilasters, buttresses,

plinth and string courses, fillets, columns, pillars, piers,

abutments, posts and struts etc. up to floor five level,

excluding cost of centering, shuttering, finishing and

reinforcement

0.00

83.16 83.16 8634.05 10031.90 cum 8,34,253.03

4.095 4.10 8634.05 10031.90 cum 41,080.64

22.878 22.88 8634.05 10031.90 cum 2,29,509.87

4.3Centering and shuttering including strutting, propping

etc. and removal of form for0.00



Refer DSR'2014, Sl.

No.-5.9.2, P-971,16,205.99

4.4

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

. 0.00

4.4.1


8323.98 68.10 79.13 KgRefer DSR'2014, Sl.

No.-5.22.6, P-996,58,638.40

2,45,35,539.90

4.2


aggregate 20 mm nominal size)Refer DSR'2014, Sl.

No.-5.2.1, P-96

Total

Annexure 5B



1.1Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

1.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 3.00 3.00 4918.65 5714.98Refer DSR'2014, Sl.

No.-6.1.2, P-11117144.94

1.2

Half brick masonry with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in foundations and plinth in : 0.00


sqm 20.00 20.00 584.75 679.42Refer DSR'2014, Sl.

No.-6.12.2, P-11213588.42


2.1Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a

floating coat of neat cement.0.00


sqm 200.00 200.00 303.60 352.75Refer DSR'2014, Sl.

No.-13.9.2, P-21670550.57


cum 5.60

cum 14.34

cum 4.81


4.1



unserviceable material within 50 metres lead as per direction of

Engineer-in-charge.

sqm 200.00 200.00 19.00Refer PWD'2015, Sl.

No.-1b 19, P-93800.00

74.67

191.18

64.12

5 Construction of new cover bin. cum 2 2.00 22,235.45 Analysis Rate 44470.91


work(three or more coats)Sqm 200.00 200.00 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

3764.56

7

Colour washing such as green, blue or buff to give an even

shade New work (two or more coats) with a base coat of white

washing.

Sqm 200.00 200.00 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

5228.55

13,88,234.37

JHAWTALA GHAT


Item No. DescriptionUnit Quantity Total Quantity Unit Rate


Refference Ammount (Rs.)

3.1.1


24.75 49222.00 Analysis Rate 1218137.44

Refer PWD'2015, Sl.

No.-1b 9, P-911548.99

TOTAL =

4.2





sqm 329.97 35.00

Annexure 5C

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)

Price


Amount

(Rs.)

1 Sqm 1 11.10 11.10 353.35 410.56

DSR-2014,CPWD

Building, Code

No.11.3.1, P-182

4557.19

2 Sqm 2 81.60 81.60 163.00 189.39

DSR-2014,CPWD

Building, Code

No.13.1.1, P-216

15454.20

3 Sqm 40.80 40.80 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

767.97

4 Sqm 40.80 40.80 22.50 23.75

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

969.13

5 Cum 1 0.04 91496.9 106310.25

DSR-2014,CPWD

Building, Code

No.9.1.1, P-144

4146.10

JHAWTALA GHAT

RENOVATION FOR CHANGE ROOM(3.7Mx3M)









aggregate












Annexure 5C

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)

Price


Amount

(Rs.)

JHAWTALA GHAT

RENOVATION FOR CHANGE ROOM(3.7Mx3M)


6 Sqm 1 1.84 2689 3124.35

DSR-2014,CPWD

Building, Code

No.9.5.1.1, P-144

5748.80

31643.39

36766.46








In Ground Floor:



Total =

Price escalation =

Annexure 5D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)


1




MMS; e) Steel Pole 4.5 mts – 1 no.; f) Suitable Battery box- 1



2

12w Solar LED Street Light system with a)12w/75Wp SPV module

1 no.; b)12v/75Ah Tubular plate battery (Exide make)- 1 set;

c)12v/12w LED outdoor luminary with automatic DD CCU – 1no.;

d) MMS; e) Steel Pole 6 mts – 1 no.; f) Suitable Battery box- 1



3

15w Solar LED Street Light system with a)12w/125Wp SPV

module 1 no.; b)12v/125Ah Tubular plate battery (Exide make)- 1

set; c)12v/15w LED outdoor luminary with automatic DD CCU –

1no.; d) MMS; e) Steel Pole 7 mts – 1 no.; f) Suitable Battery

box- 1 no.; f) Cables & Wiring materials etc.



5


No. 11.3.1, P- 35617.16 2928.16 29281.57


No. 11.3.2, P- 35746.68 3542.68 35426.77


No. 11.3.4, P- 351040.70 4937.70 9875.40

6

Supply & Wiring with 1.1 KV grade single core PVC insulated

stranded Copper wire in EI conduit/GI conduit and painting - -

4x2.5 sqmm wire in 25 mm conduit incl. S&F 2x10 SWG GI ECC

20 RM 306.00

PWD-2014,

GoWB, Electrical

Works, Item No.

A.1(j), P- E-1

17.04 323.04 6460.88

7



below and mending good the damages to original finish incl.

removing the rubbish From 2.5 sqmm through 20 mm dia GI

conduit at an average depth of 75 mm in floor/pavement/wall etc.

20 RM 129.00

PWD-2014,

GoWB, Electrical

Works, Item No.

5(i), P-F-3

7.19 136.19 2723.71

ESTIMATES ON RIVER GHAT LIGHT POST(JHAWTALA GHAT)

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including

Annexure 5D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)


ESTIMATES ON RIVER GHAT LIGHT POST(JHAWTALA GHAT)

8


curve, miniature circuit breaker suitable for inductive load of

following poles in the existing MCB DB complete with connections,

testing and commissioning etc. as required - Supply and fixing of

240V, 6A MCB-SPN

1 Each 399.00DSR- 2013, Code

No. 2.10.2, P-12106.55 505.55 505.55

9

Supplying and fixing following way prewired SP&N MCB

distribution board of steel sheet for 240 volts on surface/ recess

complete with loose wire box, terminal connectors for all incoming

and outgoing circuits, duly prewired with suitable size FRLS PVC

insulated copper conductor up to terminal blocks, tinned copper

bus bar, neutral link, earth bar, din bar, detachable gland plate,

interconnections, powder painted including earthing etc. as

required. (But without MCB/ RCCB/ Isolator) - 2 + 8 way, Single

door

1 Each 2265.00

DSR- 2013,

Code No. 2.7.2,

P-11

604.87 2869.87 2869.87

10 Supply of 30 Watt 'MAGNAM' LED flood light on 12 mt. post 4 Each 16966.00 Analysis Rate 0.00 16966.00 67864.00

11



bracket with 40 mmx10 mm thick, MS clamp etc. and providing

wiring with 2x1/1.40 PVC insulated and sheathed wire (single

core) from loop box at the base of pole to light fiting through pole

& bracket (without control switch) including making connections

& painting - Fixing of 30 Watt LED street Flood light on 12 mt.

post

4 Set 1507.00

PWD-2015,

GoWB, Electrical

Works, Item No.

H(4), P-H-5

83.94 1590.94 6363.76

12


No. 5.7, P-223.78 28.78 503.67


No. 5.7, P-223.78 28.78 215.86


No. 5.7, P-223.78 28.78 719.53


No. 5.7, P-223.78 28.78 143.91

13


accessories, and providing masonry enclosure with cover plate

having locking arrangement and watering pipe etc. (but without


1 Set 2781.00DSR-2013, Code

No. 5.1, P-22742.67 3523.67 3523.67

628566.2414 62856.62



Sub-Total =

Miscelaneous Items

Annexture- 6

1.0 Sheet piles & Concrete block pitching Annexure 6A 1,22,96,437.75



4.0 Side railing 64 M 2,766.66 Annexure 16 1,77,066.08


6.0 Coffer dam for construction 4 M 27,481.66 Annexure 21 1,09,926.62





11.0 Proposed Gate 1 Nos. 53,184.07 Annexure 22A 53,184.07

12.0 Construction of Footpath & Platfrom 61 sqm 2,767.16 Annexure 12 1,68,796.59

13.0 Renovation of Road 210 sqm 586.38 Annexure 23 1,23,138.75


1,57,71,337.40 Sub Total

IRRIGATION GHATAmmount (Rs.)Quantity RefferenceItem

No.Description

Unit Rate

(INR) Unit

6.1

Annexure 6A




1.2

Driving M.S.sheet piles (manually/mechanically) by hammer and/or monkey

including drilling holes and welding of piles as necessary and cutting sheet piles

according to requirement at site, staging, scaffolding, supply of all equipments

and including carriage of sheet piles up-to work site by trucks, carts and head

load etc. as per direction of the Engineer-in-charge but the excluding the cost of

sheet piles.

873.60 873.60 900.60 1046.41 sqm

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


2.5, P-58

9,14,141.28


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 1m above ground level

and removal of rubbish upto a distance of 50 m outside the periphery of the area

cleared.

2100 2100.00 642.00 745.94100s

qm

Refer DSR'2014, Sl.

No.-2.31, P-7515,664.74

2.2

Earth work in excavation by mechanical means (Hydraulic excavator) / manual

means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on

plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m,


134.4 134.40 155.60 180.79 cumRefer DSR'2014, Sl.

No.-2.6, P-7224,298.40

2.3

Supplying and filling in plinth with river sand under floors, including watering,

ramming, consolidating and dressing complete 67.2 67.20 910.25 1057.62 cumRefer DSR'2014, Sl.

No.-2.27, P-7571,072.03

134.4 134.40 377.00 sqm 50,668.80

56.1 56.10 377.00 sqm 21,149.70


3.1.1

Cast in situ cement concrete block pitching in proportion 1:3:6, laid in panels of

size varying from 0.6 M x 0.6 M to 1.0 M x 1.0 M with 37.5 mm size well gradeed

stone aggregates of pakur or other approved variety including dewatering,

dressing, ramming and preparing bed to poper slope, placing , compacting and

finishing surface of blocks with cement mortar 1:3 at green stage including

necessary shuttering, all leads and lifts complete. Gap between the adjacent

blocks should not be less than 25 mm, which subsequently is to be filled up by

packing 20 mm down stone chips, cost of witch is included in the item.

70.74 70.74 4,832.90 5615.35 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.23, P-81

3,97,229.61

2.4Single brick flat soling of picked jhama bricks including ramming and dressing bed

to proper level and filling joints with local sand

SOR-2015, PWD-

Govt of WB, Item

IRRIGATION GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


Annexure 6A


IRRIGATION GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


3.1.2

Providing filter on bed and slope of canal with 37.5 mm down well gradeed jhama

Khoa including cost and carriage of materials to site and preparing bed and

dressing complete.78.60 78.60 1,871.10 2174.03 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.26, P-82

1,70,878.84

3.1.3

Supplying, fitting and fixing PVC pipes of approved make of (medium duty)

conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS :

1239 (Part - I). b) For Concealed Work (Dia) 15 mm 28.00 28.00 141.00 M

SOR-2015, PWD-

Govt of

WB,Sanataey &

Plumbing Item

No.19( I), P-11

3,948.00

3.2

Providing and laying in position cement concrete of specified grade excluding

the cost of centering and shuttering - All work up to plinth level : 0.00

20.16 20.16 5,466.30 6351.29 cum 1,28,042.09

8.415 8.42 5,466.30 6351.29 cum 53,446.14


4.1

Reinforced cement concrete work in walls (any thickness), including attached

pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,

abutments, posts and struts etc. up to floor five level, excluding cost of centering,

shuttering, finishing and reinforcement0.00

47.04 47.04 8634.05 10031.90 cum 4,71,900.70

8.415 8.42 8634.05 10031.90 cum 84,418.46

4.3Centering and shuttering including strutting, propping etc. and removal of form

for0.00

4.3.1Walls (any thickness) including attached pilasters, butteresses, plinth and string

courses etc.156.8 156.80 360.80 419.21 sqm

Refer DSR'2014, Sl.

No.-5.9.2, P-9765,732.68

4.4Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level.. 0.00

4.4.1


4353.22 68.10 79.13 KgRefer DSR'2014, Sl.

No.-5.22.6, P-993,44,450.03

1,22,96,437.75

4.21:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) Refer DSR'2014, Sl.

No.-5.2.1, P-96

Total

3.2.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Refer DSR'2014, Sl.

No.-4.1.3, P-85

Annexure 6B



1.1

Brick work with common burnt clay F.P.S. (non modular)


1.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 3.75 4918.65 5714.98Refer DSR'2014, Sl. No.-

6.1.2, P-11121431.17

1.2



plinth in :



6.12.2, P-11213588.42

2.0 Sub-Head-Finishing Work


floating coat of neat cement.



13.9.2, P-216148861.70

3.0 Sub-Head-Flooring Work

3.1.1 75 mm thick Red Sandstone cum 9.07 49222.00 Analysis Rate 446412.78



work(three or more coats)sqm 422.00 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

7943.21

6


shade New work (two or more coats) with a base coat of

white washing.

sqm 422.00 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

11032.24

6,93,740.43 TOTAL COST =

IRRIGATION GHAT


Item No. DescriptionUnit Quantity Unit Rate

(INR)

Price

Escalation

Refference Ammount (Rs.)

Annexure 6C

Sl. No. Particulars Quantity Unit Rate (Rs.) Refference Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


1

9w Solar LED Street Light system with a)12w/40Wp SPV module 1 no.;

b)12v/40Ah Tubular plate battery (Exide make)- 1 set; c)12v/9w LED

outdoor luminary with automatic DD CCU – 1no.; d) MMS; e) Steel Pole 4.5

mts – 1 no.; f) Suitable Battery box- 1 no.; f) Cables & Wiring materials

etc.


2



outdoor luminary with automatic DD CCU – 1no.; d) MMS; e) Steel Pole 6


etc.


3



outdoor luminary with automatic DD CCU – 1no.; d) MMS; e) Steel Pole 7


etc.



5

a) Above 4.5 metre and upto 6.5 metre 11 Each 2311.00DSR-2013, Code No.

11.3.1, P- 35617.16 2928.16 32209.73

b) Above 6.5 metre and upto 8.0 metre 4 Each 2796.00DSR-2013, Code No.

11.3.2, P- 35746.68 3542.68 14170.71

c) Above 11.0 metre and upto 13.0 metre 1 Each 3897.00DSR-2013, Code No.

11.3.4, P- 351040.70 4937.70 4937.70

6

Supply & Wiring with 1.1 KV grade single core PVC insulated stranded

Copper wire in EI conduit/GI conduit and painting - - 4x2.5 sqmm wire in

25 mm conduit incl. S&F 2x10 SWG GI ECC

20 RM 306.00

PWD-2014, GoWB,

Electrical Works, Item No.

A.1(j), P- E-1

17.04 323.04 6460.88

7

Laying of cable as below, after cutting floor/pavement/wall/ and making

holes incl., embedding the cable at an average depth as below and

mending good the damages to original finish incl. removing the rubbish

From 2.5 sqmm through 20 mm dia GI conduit at an average depth of 75

mm in floor/pavement/wall etc.

20 RM 129.00

PWD-2014, GoWB,


5(i), P-F-3

7.19 136.19 2723.71

8

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve,

miniature circuit breaker suitable for inductive load of following poles in the

existing MCB DB complete with connections, testing and commissioning

etc. as required - Supply and fixing of 240V, 6A MCB-SPN

1 Each 399.00DSR- 2013, Code No.

2.10.2, P-12106.55 505.55 505.55

9

Supplying and fixing following way prewired SP&N MCB distribution board

of steel sheet for 240 volts on surface/ recess complete with loose wire

box, terminal connectors for all incoming and outgoing circuits, duly

prewired with suitable size FRLS PVC insulated copper conductor up to

terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar,

detachable gland plate, interconnections, powder painted including

earthing etc. as required. (But without MCB/ RCCB/ Isolator) - 2 + 8 way,

Single door

1 Each 2265.00DSR- 2013, Code No.

2.7.2, P-11604.87 2869.87 2869.87


ESTIMATES ON RIVER GHAT LIGHT POST(IRRIGATION GHAT)

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including

Annexure 6C

Sl. No. Particulars Quantity Unit Rate (Rs.) Refference Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


ESTIMATES ON RIVER GHAT LIGHT POST(IRRIGATION GHAT)

11

Fixing outdoor type fluorescent/SV/MV/LED light fitting on pole including

S&F 40 mm dia x 1.68 mts. long GI Pipe (ISI-Medium) bracket with 40

mmx10 mm thick, MS clamp etc. and providing wiring with 2x1/1.40 PVC

insulated and sheathed wire (single core) from loop box at the base of pole

to light fiting through pole & bracket (without control switch) including

making connections & painting - Fixing of 30 Watt LED street Flood light

on 12 mt. post

4 Set 1507.00

PWD-2015, GoWB,


H(4), P-H-5

83.94 1590.94 6363.76

12

a) With 4.5 meter Pole 2.5 Meter 25.00DSR-2013, Code No. 5.7, P-

223.78 28.78 719.53

b) With 6 meter Pole 2.5 Meter 25.00DSR-2013, Code No. 5.7, P-

223.78 28.78 71.95

c) With 7 meter Pole 2.5 Meter 25.00DSR-2013, Code No. 5.7, P-

223.78 28.78 287.81

d) With 12 meter SWAGGED Pole 2.5 Meter 25.00DSR-2013, Code No. 5.7, P-

223.78 28.78 71.95

13


accessories, and providing masonry enclosure with cover plate having

locking arrangement and watering pipe etc. (but without charcoal/ coke

and salt ) as required

1 Set 2781.00DSR-2013, Code No. 5.1, P-

22742.67 3523.67 3523.67

450307.3714 45030.74



Sub-Total =

Miscelaneous Items

Annexuer-7

1.0 Sheet pile,Ramp & Concrete block pitching Annexure 7A -



4.0 Sitting arrangement 5 nos 46,547.98 Annexure 15 2,32,739.91


6.0 Renovation change room 2 Nos. - Annexure 7C -





24,58,458.39 Sub Total

THANA GHATAmmount (Rs.)Quantity RefferenceItem

No.Description

Unit Rate

(INR) Unit

7.1

Annexure-7A

BILL OF QUANTITIES



1.2








2375.10 2375.10 900.60 1046.41 sqm

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


2.5, P-58

24,85,321.60


2.1





cleared.

4350 4350.00 642.00 745.94100s

qm

Refer DSR'2014, Sl.

No.-2.31, P-7532,448.38

2.2






348 348.00 155.60 180.79 cumRefer DSR'2014, Sl.

No.-2.6, P-7262,915.49

2.3



complete174 174.00 910.25 1057.62 cum

Refer DSR'2014, Sl.

No.-2.27, P-751,84,025.79

348 348.00 377.00 sqm 1,31,196.00

31.71 31.71 377.00 sqm 11,954.67

THANA GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


2.4



with local sand

SOR-2015, PWD-

Govt of WB, Item

No.1 ( c), P-12

Annexure-7A

BILL OF QUANTITIES

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


3.0 Sub-Head-Concrete Work -

3.1.1












651.60 651.60 4,832.90 5615.35 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.23, P-81

36,58,959.79

3.1.2




Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.26, P-82

15,73,998.51

3.1.3





SOR-2015, PWD-

Govt of

WB,Sanataey &

Plumbing Item

No.19( I), P-11

17,037.50

3.2




52.2 52.20 5,466.30 6351.29 cum 3,31,537.55

4.7565 4.76 5,466.30 6351.29 cum 30,209.93 3.2.1

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

20 mm nominal size)Refer DSR'2014, Sl.

No.-4.1.3, P-85

Annexure-7A

BILL OF QUANTITIES

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


4.0 Sub-Head-Reinforced Concrete Work

4.1






121.8 121.80 8634.05 10031.90 cum 12,21,885.75

4.7565 4.76 8634.05 10031.90 cum 47,716.75


and removal of form for



Refer DSR'2014, Sl.

No.-5.9.2, P-971,70,200.69

4.4



upto plinth level..

4.4.1


9934.69 68.10 79.13 KgRefer DSR'2014, Sl.

No.-5.22.6, P-997,86,085.84

3,52,90,359.53

4.2


20 mm nominal size)Refer DSR'2014, Sl.

No.-5.2.1, P-96

Total

Annexure-7B



1.1



1.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 20.00 20.00 4918.65 5714.98Refer DSR'2014, Sl. No.-

6.1.2, P-111114299.59

1.2



plinth in :



6.12.2, P-11213588.42






13.9.2, P-216141101.14


cum 12.51 37.25 49222.00 1833509.66

cum 24.74 24.74 49222.00 1217653.84

4.0 Sub-Head-Dismentling & Demolishing Work

4.1



unserviceable material within 50 metres lead as per direction

of Engineer-in-charge.


1b 19, P-97600.00

166.82

329.84

5Construction of new cover bin.

cum 2.00 2.00 22,235.45 Analysis Rate 44470.91



DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

7529.11

8



white washing.

Sqm 400.00 400.00 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

10457.10

34,07,592.99

THANA GHAT



Quantity

Unit Rate

(INR)

Price

Escalation

Refference

Refer PWD'2015, Sl. No.-

1b 9, P-917383.24

TOTAL COST =

Ammount (Rs.)

3.1.175 mm thick Red Sandstone

Analysis Rate

4.2





sqm 496.66 35.00

Annexure - 7C

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)

Price


Amount

(Rs.)

1 Sqm 1 6.40 6.40 353.35 410.56

DSR-2014,CPWD

Building, Code

No.11.3.1, P-182

2627.57

2 Sqm 2 65.28 65.28 163.00 189.39

DSR-2014,CPWD

Building, Code

No.13.1.1, P-216

12363.36

3 Sqm 32.64 32.64 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

614.38

4 Sqm 32.64 32.64 22.50 23.75

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

775.31

5 Cum 1 0.04 91496.9 106310.25

DSR-2014,CPWD

Building, Code

No.9.1.1, P-144

4146.10

6 Sqm 1 1.84 2689 3124.35

DSR-2014,CPWD

Building, Code

No.9.5.1.1, P-144

5748.80

26275.51

30529.52

30529.52

THANA GHATRENOVATION FOR CHANGE ROOM(3.2MX2M)









aggregate

TOTAL COST =


















In Ground Floor:


(a) Second class teak woodTotal =

Price escalation =

Annexure-7D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


1









2









3










5


No. 11.3.1, P- 35617.16 2928.16 35137.88


No. 11.3.2, P- 35746.68 3542.68 53140.16


No. 11.3.4, P- 351040.70 4937.70 9875.40

ESTIMATES ON RIVER GHAT LIGHT POST(THANA GHAT)



Annexure-7D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


6





ECC

100 RM 306.00

PWD-2014, GoWB,

Electrical Works,

Item No. A.1(j), P-

E-1

17.04 323.04 32304.42

7








etc.

100 RM 129.00

PWD-2014, GoWB,

Electrical Works,


7.19 136.19 13618.53

8







SPN

1 Each 399.00DSR- 2013, Code

No. 2.10.2, P-12106.55 505.55 505.55

9













1 Each 2265.00DSR- 2013, Code

No. 2.7.2, P-11604.87 2869.87 2869.87



Analysis Rate

Annexure-26D0.00 16966.00 67864.00

Annexure-7D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


11











4 Set 1507.00

PWD-2015, GoWB,

Electrical Works,

Item No. H(4), P-H-

5

83.94 1590.94 6363.76

12


No. 5.7, P-223.78 28.78 719.53


No. 5.7, P-223.78 28.78 143.91


No. 5.7, P-223.78 28.78 1079.29


No. 5.7, P-223.78 28.78 143.91

13






1 Set 2781.00DSR-2013, Code

No. 5.1, P-22742.67 3523.67 3523.67

14 848913.96

15 84891.4




Sub-Total =

Miscelaneous Items

Annexure- 8


2.0 Renovation of ghat Annexure 8B 3,02,830.45



5.0 Footpath 30 sqm 2,767.16 Annexure 12 83,014.71

6.0 Water connection 1 nos 25,147.76 Annexure 13& 14 25,147.76






12.0 Renovation change room 1 Nos - Annexure 8C -

28,64,924.62 Sub Total

SHIBA TEMPLE GHATAmmount (Rs.)Quantity RefferenceItem

No.Description

Unit Rate

(INR) Unit

8.1

Annexure-8A




1.2








1416.87 1416.87 900.60 1046.41 sqm

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


2.5, P-58

14,82,622.88


2.1





cleared.

7000 7000.00 642.00 745.94100s

qm

Refer DSR'2014, Sl.

No.-2.31, P-7552,215.79

2.2






210 210.00 155.60 180.79 cumRefer DSR'2014, Sl.

No.-2.6, P-7237,966.24

2.3



complete103.8 103.80 910.25 1057.62 cum

Refer DSR'2014, Sl.

No.-2.27, P-751,09,780.90

207.6 207.60 377.00 sqm 78,265.20

56.575 56.58 377.00 sqm 21,328.78

Ammount (Rs.)Quantity RefferencePrice

Escalation

Unit Total

Quantity

Unit Rate

(INR)

SHIBA TEMPLE GHAT

2.4



with local sand

SOR-2015, PWD-

Govt of WB, Item

No.1 ( c), P-12

Item

No.Description

Annexure-8A

BILL OF QUANTITIES SHEET PILES,CONCRETE BLOCK PITCHING & RAMPAmmount (Rs.)Quantity RefferencePrice

Escalation

Unit Total

Quantity

Unit Rate

(INR) Item

No.Description

3.0 Sub-Head-Concrete Work -

3.1.1












221.40 221.40 4,832.90 5615.35 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.23, P-81

12,43,237.72

3.1.2




Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.26, P-82

5,34,811.65

3.1.3





SOR-2015, PWD-

Govt of

WB,Sanataey &

Plumbing Item

No.19( I), P-11

10,281.25

3.2




31.14 31.14 5,466.30 6351.29 cum 1,97,779.29

8.48625 8.49 5,466.30 6351.29 cum 53,898.67


20 mm nominal size)3.2.1Refer DSR'2014, Sl.

No.-4.1.3, P-85

Annexure-8A

BILL OF QUANTITIES SHEET PILES,CONCRETE BLOCK PITCHING & RAMPAmmount (Rs.)Quantity RefferencePrice

Escalation

Unit Total

Quantity

Unit Rate

(INR) Item

No.Description


4.1






72.66 72.66 8634.05 10031.90 cum 7,28,918.05

8.48625 8.49 8634.05 10031.90 cum 85,133.23





Refer DSR'2014, Sl.

No.-5.9.2, P-971,01,533.51

4.4



upto plinth level..

4.4.1


6369.98 68.10 79.13 KgRefer DSR'2014, Sl.

No.-5.22.6, P-995,04,027.20

1,98,84,082.08 Total

Refer DSR'2014, Sl.

No.-5.2.1, P-96


20 mm nominal size)4.2

Annexure- 8B



1.1



1.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 1 3 0.25 0.75 0.75 4918.65 5714.98Refer DSR'2014, Sl. No.-

6.1.2, P-1114286.23

1.2



plinth in :


sqm 5 2 10.00 10.00 584.75 679.42Refer DSR'2014, Sl. No.-

6.12.2, P-1126794.21




20 mm cement plastersqm 30 2 60.00 60.00 303.60 352.75


13.9.2, P-216

21165.17


cum 3.65 11.15 0.075 3.05

cum 2.2 3.6 0.075 0.59

cum 8.65 2 0.075 1.30

4.0 Sub-Head-Dismentling & Demolishing Work

3.65 11.15 40.70

2.2 3.6 7.92

8.65 2 17.30


cum 1 1.00 22,235.45 Analysis Rate 22235.45


work(three or more coats)Sqm 60.00 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

1129.37

7



white washing.

Sqm 60.00 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

1568.57

3,02,830.45

2307.11


4.94 49222.00

SHIBA TEMPLE GHAT

Ammount (Rs.) Total

Quantity

RefferencePrice

Escalation

3.1.1 Analysis Rate 243344.34

4.1





sqm

TOTAL COST =



(INR)

Length

m

Width

m

Height

m

65.92 35.00Refer PWD'2015, Sl. No.-

1b 9, P-9

Annexure - 8C

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)

Price


Amount

(Rs.)

1 Sqm 1 3.51 3.51 353.35 410.56

DSR-2014,CPWD

Building, Code

No.11.3.1, P-182

1441.06

2 Sqm 2 65.28 65.28 163.00 189.39

DSR-2014,CPWD

Building, Code

No.13.1.1, P-216

12363.36

3 Sqm 32.64 32.64 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

614.38

4 Sqm 32.64 32.64 22.50 23.75

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

775.31

5 Cum 1 0.04 91496.9 106310.25

DSR-2014,CPWD

Building, Code

No.9.1.1, P-144

4146.10

6 Sqm 1 1.84 2689 3124.35

DSR-2014,CPWD

Building, Code

No.9.5.1.1, P-144

5748.80

25089.00

29150.91

29150.91

SHIBA TEMPLE GHAT


RENOVATION FOR CHANGE ROOM(1.8MX1.95M)

Price escalation =

TOTAL COST =














Total =






aggregate







In Ground Floor:



Annexure-8D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


1









2









3










5


No. 11.3.1, P- 35617.16 2928.16 26353.41


No. 11.3.2, P- 35746.68 3542.68 7085.35


No. 11.3.4, P- 351040.70 4937.70 4937.70

ESTIMATES ON RIVER GHAT LIGHT POST(SHIBA TAMPLE GHAT)



Annexure-8D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


6





ECC

20 RM 306.00

PWD-2014, GoWB,

Electrical Works,

Item No. A.1(j), P-

E-1

17.04 323.04 6460.88

7








etc.

20 RM 129.00

PWD-2014, GoWB,

Electrical Works,


7.19 136.19 2723.71

8







SPN

1 Each 399.00DSR- 2013, Code

No. 2.10.2, P-12106.55 505.55 505.55

9













1 Each 2265.00DSR- 2013, Code

No. 2.7.2, P-11604.87 2869.87 2869.87



Annexure-8D


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


11











4 Set 1507.00

PWD-2015, GoWB,

Electrical Works,

Item No. H(4), P-H-

5

83.94 1590.94 6363.76

12


No. 5.7, P-223.78 28.78 575.62


No. 5.7, P-223.78 28.78 71.95


No. 5.7, P-223.78 28.78 143.91


No. 5.7, P-223.78 28.78 71.95

13






1 Set 2781.00DSR-2013, Code

No. 5.1, P-22742.67 3523.67 3523.67

351035.8914 35103.59




Sub-Total =

Miscelaneous Items

Annexure- 9

1.0 Sheet pile,Ramp & Concrete block pitching Annexure 9A 1,39,82,418.42

2.0 Renovation of ghat Annexure 9B 11,75,764.10


4.0 Water connection 1 Nos 25,147.76 Annexure 13&14 25,147.76

5.0 Sitting arrangement 3 Nos 46,547.98 Annexure 15 1,39,643.95



8.0 Landscaping 20 sqm 2,167.00 Annexure 18 43,340.00

9.0 Renovation change room 1 Nos 34,677.08 Annexure 9C 34,677.08

1,61,51,497.38 Sub Total

ALBIAN JUTE MILL GHATAmmount (Rs.)Quantity RefferenceItem

No.Description

Unit Rate

(INR) Unit

9.1

Annexure 9A




1.2

Driving M.S.sheet piles (manually/mechanically) by hammer and/or

monkey including drilling holes and welding of piles as necessary and

cutting sheet piles according to requirement at site, staging,

scaffolding, supply of all equipments and including carriage of sheet

piles up-to work site by trucks, carts and head load etc. as per

direction of the Engineer-in-charge but the excluding the cost of sheet

piles.

941.85 941.85 900.60 1046.41 sqm

Refer SOR 2013-'2014,Govt of

WB, Irrigation & Waterways

Directorate. Sl. No.-2.5, P-58

9,85,558.56


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

1m above ground level and removal of rubbish upto a distance of 50

m outside the periphery of the area cleared.

3600 3600.00 642.00 745.94 100sqmRefer DSR'2014, Sl. No.-2.31, P-

7526,853.83

2.2


excavator) / manual means over areas (exceeding 30cm in depth. 1.5

m in width as well as 10 sqm on plan) including disposal of excavated

earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled

and neatly dressed.

4320 4320.00 155.60 180.79 cum Refer DSR'2014, Sl. No.-2.6, P-72 7,81,019.88

2.3

Supplying and filling in plinth with river sand under floors, including

watering, ramming, consolidating and dressing complete 69 69.00 910.25 1057.62 cumRefer DSR'2014, Sl. No.-2.27, P-

7572,975.74

138 138.00 377.00 sqm 52,026.00

28.35 28.35 377.00 sqm 10,687.95


3.1.1

Cast in situ cement concrete block pitching in proportion 1:3:6, laid in

panels of size varying from 0.6 M x 0.6 M to 1.0 M x 1.0 M with 37.5

mm size well gradeed stone aggregates of pakur or other approved

variety including dewatering, dressing, ramming and preparing bed to

poper slope, placing , compacting and finishing surface of blocks with

cement mortar 1:3 at green stage including necessary shuttering, all

leads and lifts complete. Gap between the adjacent blocks should not

be less than 25 mm, which subsequently is to be filled up by packing

20 mm down stone chips, cost of witch is included in the item.

153.72 153.72 4,832.90 5615.35 cum




8,63,191.07

3.1.2

Providing filter on bed and slope of canal with 37.5 mm down well

gradeed jhama Khoa including cost and carriage of materials to site

and preparing bed and dressing complete.170.80 170.80 1,871.10 2174.03 cum




3,71,324.51

3.1.3

Supplying, fitting and fixing PVC pipes of approved make of (medium

duty) conforming to ASTMD - 1785 and threaded to match with GI

Pipes as per IS : 1239 (Part - I). b) For Concealed Work (Dia) 15

mm

41.67 41.67 141.00 M


WB,Sanataey & Plumbing Item

No.19( I), P-11

5,875.00

3.2

Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work up to

plinth level :

0.00

20.7 20.70 5,466.30 6351.29 cum 1,31,471.79

4.2525 4.25 5,466.30 6351.29 cum 27,008.88


ALBIAN JUTE MILL GHAT

Item No. DescriptionQuantity Total Quantity Unit Rate

(INR)

Price Escalation Unit Refference Ammount (Rs.)

2.4Single brick flat soling of picked jhama bricks including ramming and

dressing bed to proper level and filling joints with local sand

SOR-2015, PWD-Govt of WB,

Item No.1 ( c), P-12

3.2.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size)

Refer DSR'2014, Sl. No.-4.1.3, P-

85

Annexure 9A



Item No. DescriptionQuantity Total Quantity Unit Rate

(INR)

Price Escalation Unit Refference Ammount (Rs.)

4.1


including attached pilasters, buttresses, plinth and string courses,

fillets, columns, pillars, piers, abutments, posts and struts etc. up to

floor five level, excluding cost of centering, shuttering, finishing and

reinforcement

0.00

48.3 48.30 8634.05 10031.90 cum 4,84,540.90

4.2525 4.25 8634.05 10031.90 cum 42,660.67



4.3.1Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.161.0 161.00 360.80 419.21 sqm

Refer DSR'2014, Sl. No.-5.9.2, P-

9767,493.38

4.4

Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level. . 0.00

4.4.1Thermo-Mechanically Treated bars

4125.37 68.10 79.13 KgRefer DSR'2014, Sl. No.-5.22.6, P-

993,26,421.61

1,39,82,418.42

4.21:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm

nominal size)

Refer DSR'2014, Sl. No.-5.2.1, P-

96

Total

Annexure 9B



1.1Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

1.1.1Cement mortar 1:4 (1 cement : 4 coarse sand)

cum 3.24 3.24 4918.65 5714.98Refer DSR'2014, Sl. No.-

6.1.2, P-11118516.53

1.2

Half brick masonry with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in foundations and plinth in : 0.00



6.12.2, P-11213588.42



floating coat of neat cement.0.00



13.9.2, P-21670550.57


cum 17.01 18.96 49222.00 933249.12

cum 1.95 1.95 49222.00 95982.90


4.1



unserviceable material within 50 metres lead as per direction of

Engineer-in-charge.


1b 10, P-93800.00

226.80

26.00

5 Construction of new cover bin. nos. 1.00 1.00 22,235.45 Analysis Rate 22235.45



DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

3764.56

8



washing.

Sqm 200.00 200.00 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

5228.55

11,75,764.10





Refference

Refer PWD'2015, Sl. No.-

1b 9, P-98848.00

TOTAL

Ammount (Rs.)

3.1.175 mm thick Red Sandstone with laying

Analysis Rate

4.2Dismantling Chunar stone flooring carefully

including removing rubbish to anywhere within asqm 252.80 35.00

Annexure 9C

Sl. No. Unit Quantity Total QuantityRate

(Rs.)Price Escalation Refference

Amount

(Rs.)

1 Sqm 6.72 6.72 353.35 410.56DSR-2014,CPWD Building,

Code No.11.3.1, P-1822758.95


Code No.13.1.1, P-21615454.20


Code No.13.37.1, P-219767.97


Code No.13.39.1, P-219969.13

5 Cum 0.04 91496.9 106310.25DSR-2014,CPWD Building,

Code No.9.1.1, P-1444146.10

6 Sqm 1.84 2689 3124.35DSR-2014,CPWD Building,

Code No.9.5.1.1, P-1445748.80

29845.15

34677.08

34677.08




12 mm cement plaster of mix : (1:4

cement and Sand mixture)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate) finished with a floating coat of neat

cement, including cement slurry, but excluding the cost of nosing

of steps etc. complete.

# 40 mm thick with 20 mm nominal size stone aggregate

TOTAL COST =





washing.

Providing wood work in frames of doors, windows, clerestory

windows and other frames, wrought framed and fixed in position

with hold fast lugs or with dash fasteners of required dia &

length ( hold fast lugs or dash fastener shall be paid for

separately). #

Second class teak wood

Providing and fixing panelled or panelled and glazed shutters for

doors, windows and clerestory windows, including ISI marked

M.S. pressed butt hinges bright finished of required size with

necessary screws, excluding panelling which will be paid for

separately, all complete as per direction ofEngineer-in-charge.

In Ground Floor:



Total =

Price escalation =

Annexure 9D


Schedule

Price Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)


1




MMS; e) Steel Pole 7 mts – 1 no.; f) Suitable Battery box- 1 no.; f)

Cables & Wiring materials etc.



3


No. 11.3.2, P- 35746.68 3542.68 42512.13


No. 11.3.4, P- 351040.70 4937.70 4937.70

4

Supply & Wiring with 1.1 KV grade single core PVC insulated stranded

Copper wire in EI conduit/GI conduit and painting - - 4x2.5 sqmm

wire in 25 mm conduit incl. S&F 2x10 SWG GI ECC

30 RM 306.00

PWD-2014, GoWB,

Electrical Works,

Item No. A.1(j), P-

E-1

17.04 323.04 9691.33

5



below and mending good the damages to original finish incl. removing

the rubbish From 2.5 sqmm through 20 mm dia GI conduit at an

average depth of 75 mm in floor/pavement/wall etc.

30 RM 129.00

PWD-2014, GoWB,

Electrical Works,


7.19 136.19 4085.56

6


curve, miniature circuit breaker suitable for inductive load of following

poles in the existing MCB DB complete with connections, testing and

commissioning etc. as required - Supply and fixing of 240V, 6A MCB-

SPN

1 Each 399.00DSR- 2013, Code

No. 2.10.2, P-12106.55 505.55 505.55

7

Supplying and fixing following way prewired SP&N MCB distribution

board of steel sheet for 240 volts on surface/ recess complete with

loose wire box, terminal connectors for all incoming and outgoing

circuits, duly prewired with suitable size FRLS PVC insulated copper

conductor up to terminal blocks, tinned copper bus bar, neutral link,

earth bar, din bar, detachable gland plate, interconnections, powder

painted including earthing etc. as required. (But without MCB/ RCCB/

Isolator) - 2 + 8 way, Single door

1 Each 2265.00DSR- 2013, Code

No. 2.7.2, P-11604.87 2869.87 2869.87


ESTIMATES ON RIVER GHAT LIGHT POST(ALBIAN JUTE MILL GHAT)

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation

Annexure 9D


Schedule

Price Escalation

(Rs.)

Final Rate

(Rs.)Amount (Rs.)


ESTIMATES ON RIVER GHAT LIGHT POST(ALBIAN JUTE MILL GHAT)

9



bracket with 40 mmx10 mm thick, MS clamp etc. and providing wiring

with 2x1/1.40 PVC insulated and sheathed wire (single core) from

loop box at the base of pole to light fiting through pole & bracket

(without control switch) including making connections & painting -

Fixing of 30 Watt LED street Flood light on 12 mt. post

4 Set 1507.00

PWD-2015, GoWB,

Electrical Works,

Item No. H(4), P-H-

5

83.94 1590.94 6363.76

10

a) With 7 meter Pole 2.5 Meter 25.00DSR-2013, Code

No. 5.7, P-223.78 28.78 863.43

b) With 12 meter SWAGGED Pole 2.5 Meter 25.00DSR-2013, Code

No. 5.7, P-223.78 28.78 71.95

11


accessories, and providing masonry enclosure with cover plate having

locking arrangement and watering pipe etc. (but without charcoal/

coke and salt ) as required

1 Set 2781.00DSR-2013, Code

No. 5.1, P-22742.67 3523.67 3523.67

462166.5012 46216.65


Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as

Sub-Total =

Miscelaneous Items

Annexure- 10


2.0 Renovation of ghat Annexure 10B -


4.0 Footpath 250 sqm 2,767.16 Annexure 12 6,91,789.29



7.0 Water connection 1 nos 25,147.76 Annexure 13& 14 25,147.76


9.0 Side railing 30 M 2,766.66 Annexure 16 82,999.72


12.0 Renovation change room 2 M - Annexure 10C -

13.0 Proposed Gate 1 Nos. 1,14,943.60 Annexure 22D 1,14,943.60

33,15,955.58 Sub Total

ASOKE CLUB GHATAmmount (Rs.)Quantity RefferenceItem

No.Description

Unit Rate

(INR) Unit

10.1

Annexure 10A




1.2

Driving M.S.sheet piles (manually/mechanically) by hammer and/or

monkey including drilling holes and welding of piles as necessary and

cutting sheet piles according to requirement at site, staging,

scaffolding, supply of all equipments and including carriage of sheet

piles up-to work site by trucks, carts and head load etc. as per direction

of the Engineer-in-charge but the excluding the cost of sheet piles.

1179.36 1179.36 900.60 1046.41 sqm

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


2.5, P-58

12,34,090.72


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

1m above ground level and removal of rubbish upto a distance of 50 m

outside the periphery of the area cleared.

1300 1300.00 642.00 745.94100s

qm

Refer DSR'2014, Sl.

No.-2.31, P-759,697.22

2.2

Earth work in excavation by mechanical means (Hydraulic excavator)

/ manual means over areas (exceeding 30cm in depth. 1.5 m in width

as well as 10 sqm on plan) including disposal of excavated earth, lead

upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly

dressed.

174 174.00 155.60 180.79 cumRefer DSR'2014, Sl.

No.-2.6, P-7231,457.75

2.3

Supplying and filling in plinth with river sand under floors, including

watering, ramming, consolidating and dressing complete 87 87.00 910.25 1057.62 cumRefer DSR'2014, Sl.

No.-2.27, P-7592,012.89

172.8 172.80 377.00 sqm 65,145.60

36.6 36.60 377.00 sqm 13,798.20


3.1.1

Cast in situ cement concrete block pitching in proportion 1:3:6, laid in

panels of size varying from 0.6 M x 0.6 M to 1.0 M x 1.0 M with 37.5

mm size well gradeed stone aggregates of pakur or other approved

variety including dewatering, dressing, ramming and preparing bed to

poper slope, placing , compacting and finishing surface of blocks with

cement mortar 1:3 at green stage including necessary shuttering, all

leads and lifts complete. Gap between the adjacent blocks should not

be less than 25 mm, which subsequently is to be filled up by packing

20 mm down stone chips, cost of witch is included in the item.

277.20 277.20 4,832.90 5615.35 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.23, P-81

15,56,574.05

ASOK CLUB GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


2.4Single brick flat soling of picked jhama bricks including ramming and

dressing bed to proper level and filling joints with local sand

SOR-2015, PWD-

Govt of WB, Item

Annexure 10A


ASOK CLUB GHAT

Item

No.Description

Quantity Total

Quantity

Unit Rate

(INR)

Price

Escalation


3.1.2

Providing filter on bed and slope of canal with 37.5 mm down well

gradeed jhama Khoa including cost and carriage of materials to site

and preparing bed and dressing complete.308.00 308.00 1,871.10 2174.03 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.26, P-82

6,69,601.58

3.1.3

Supplying, fitting and fixing PVC pipes of approved make of (medium

duty) conforming to ASTMD - 1785 and threaded to match with GI

Pipes as per IS : 1239 (Part - I). b) For Concealed Work (Dia) 15 mm 36.00 36.00 141.00 M

SOR-2015, PWD-

Govt of

WB,Sanataey &

Plumbing Item

No.19( I), P-11

5,076.00

3.2

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

level :

0.00

25.92 25.92 5,466.30 6351.29 cum 1,64,625.54

5.49 5.49 5,466.30 6351.29 cum 34,868.60


4.1

Reinforced cement concrete work in walls (any thickness), including

attached pilasters, buttresses, plinth and string courses, fillets,

columns, pillars, piers, abutments, posts and struts etc. up to floor five

level, excluding cost of centering, shuttering, finishing and

reinforcement

0.00

60.48 60.48 8634.05 10031.90 cum 6,06,729.47

5.49 5.49 8634.05 10031.90 cum 55,075.15



4.3.1Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.201.6 201.60 360.80 419.21 sqm

Refer DSR'2014, Sl.

No.-5.9.2, P-9784,513.45

4.4

Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level. . 0.00

4.4.1


5178.65 68.10 79.13 KgRefer DSR'2014, Sl.

No.-5.22.6, P-994,09,762.31

1,72,20,823.71

3.2.11:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size)

Refer DSR'2014, Sl.

No.-4.1.3, P-85

4.21:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm

nominal size)

Refer DSR'2014, Sl.

No.-5.2.1, P-96

Total

Annexure 10B



1.1Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

1.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 1.22 1.22 4918.65 5714.98Refer DSR'2014, Sl. No.-6.1.2,

P-111

6972.27

1.2Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundations and plinth in :

0.00



6.12.2, P-112

27176.84


2.1Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat

cement.

0.00



13.9.2, P-216

26456.46


cum 8.49

cum 2.04

cum 0.75


113.16

27.20

10.00

5.0 Construction of new cover bin. cum 1 1.00 22,235.45 Analysis Rate 22235.45

6.0White washing with lime to give an even shade : :new work(three or more

coats)Sqm 75.00 75.00 16.2 18.82

DSR-2014,CPWD Building,

Code No.13.37.1, P-2191411.71

7.0Colour washing such as green, blue or buff to give an even shade New work

(two or more coats) with a base coat of white washing. Sqm 75.00 75.00 22.50 26.14

DSR-2014,CPWD Building,

Code No.13.39.1, P-2191960.71

6,46,533.91

ASOKE CLUB GNAT



(INR)

Price Escalation Refference Ammount (Rs.)

3.1.1


11.28 49222.00 Analysis Rate 555058.04

Refer PWD'2015, Sl. No.-1b 9,

P-95262.43

TOTAL COST =

4.1





sqm 150.36 35.00

Annexure 10C

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)

Price


Amount

(Rs.)

1 Sqm 1 8.06 8.06 353.35 410.56

DSR-2014,CPWD

Building, Code

No.11.3.1, P-182

3309.09

2 Sqm 2 81.60 81.60 163.00 189.39

DSR-2014,CPWD

Building, Code

No.13.1.1, P-216

15454.20

3 Sqm 40.80 40.80 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

767.97

4 Sqm 40.80 40.80 22.50 23.75

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

969.13

5 Cum 1 0.04 91496.9 106310.25

DSR-2014,CPWD

Building, Code

No.9.1.1, P-144

4146.10

ASOKE CLUB GHAT










aggregate












Annexure 10C

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)

Price


Amount

(Rs.)

ASOKE CLUB GHAT



6 Sqm 1 1.84 2689 3124.35

DSR-2014,CPWD

Building, Code

No.9.5.1.1, P-144

5748.80

30395.30

35316.29








In Ground Floor:



Total =

Price escalation =

Annexure 10D

Sl. No. Particulars Quantity Unit Rate (Rs.) Refference Schedule Price Escalation (Rs.)Final Rate

(Rs.)Amount (Rs.)


1




c)12v/15w LED outdoor luminary with automatic DD

CCU – 1no.; d) MMS; e) Steel Pole 7 mts – 1 no.;

f) Suitable Battery box- 1 no.; f) Cables & Wiring

materials etc.



3

a) Above 6.5 metre and upto 8.0 metre 24 Each 2796.00DSR-2013, Code No.

11.3.2, P- 35746.68 3542.68 85024.25

b) Above 11.0 metre and upto 13.0 metre 1 Each 3897.00DSR-2013, Code No.

11.3.4, P- 351040.70 4937.70 4937.70

4

Supply & Wiring with 1.1 KV grade single core PVC

insulated stranded Copper wire in EI conduit/GI

conduit and painting - - 4x2.5 sqmm wire in 25 mm

conduit incl. S&F 2x10 SWG GI ECC

20 RM 306.00

PWD-2014, GoWB,

Electrical Works, Item

No. A.1(j), P- E-1

17.04 323.04 6460.88

5



embedding the cable at an average depth as below

and mending good the damages to original finish

incl. removing the rubbish From 2.5 sqmm through

20 mm dia GI conduit at an average depth of 75 mm

in floor/pavement/wall etc.

20 RM 129.00

PWD-2014, GoWB,


No. 5(i), P-F-3

7.19 136.19 2723.71

6


240/415 volts, “C” curve, miniature circuit breaker

suitable for inductive load of following poles in the

existing MCB DB complete with connections, testing

and commissioning etc. as required - Supply and

fixing of 240V, 6A MCB-SPN

1 Each 399.00DSR- 2013, Code No.

2.10.2, P-12106.55 505.55 505.55

ESTIMATES ON RIVER GHAT LIGHT POST(ASOKE CLUB GHAT)

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation

Annexure 10D

Sl. No. Particulars Quantity Unit Rate (Rs.) Refference Schedule Price Escalation (Rs.)Final Rate

(Rs.)Amount (Rs.)


ESTIMATES ON RIVER GHAT LIGHT POST(ASOKE CLUB GHAT)

7

Supplying and fixing following way prewired SP&N

MCB distribution board of steel sheet for 240 volts on

surface/ recess complete with loose wire box,

terminal connectors for all incoming and outgoing

circuits, duly prewired with suitable size FRLS PVC

insulated copper conductor up to terminal blocks,

tinned copper bus bar, neutral link, earth bar, din

bar, detachable gland plate, interconnections,

powder painted including earthing etc. as required.

(But without MCB/ RCCB/ Isolator) - 2 + 8 way,

Single door

1 Each 2265.00DSR- 2013, Code No.

2.7.2, P-11604.87 2869.87 2869.87

8 Supply of 30 Watt 'MAGNAM' LED flood light on 12

mt. post4 Each 16966.00 Analysis Rate 0.00 16966.00 67864.00

9

Fixing outdoor type fluorescent/SV/MV/LED light

fitting on pole including S&F 40 mm dia x 1.68 mts.

long GI Pipe (ISI-Medium) bracket with 40 mmx10

mm thick, MS clamp etc. and providing wiring with

2x1/1.40 PVC insulated and sheathed wire (single

core) from loop box at the base of pole to light fiting

through pole & bracket (without control switch)

including making connections & painting - Fixing of

30 Watt LED street Flood light on 12 mt. post

4 Set 1507.00

PWD-2015, GoWB,


No. H(4), P-H-5

83.94 1590.94 6363.76

10

a) With 7 meter Pole 2.5 Meter 25.00DSR-2013, Code No.

5.7, P-223.78 28.78 1726.86

b) With 12 meter SWAGGED Pole 2.5 Meter 25.00DSR-2013, Code No.

5.7, P-223.78 28.78 71.95

11

Earthing with G.I. earth pipe 4.5 metre long, 40 mm

dia including accessories, and providing masonry

enclosure with cover plate having locking

arrangement and watering pipe etc. (but without


1 Set 2781.00DSR-2013, Code No.

5.1, P-22742.67 3523.67 3523.67

809265.7612 80926.58


Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as

Sub-Total =

Miscelaneous Items

Annexure-11


2.0 Counstruction of ghat Annexure 11B -



5.0 Construction of Footpath & Platfrom 286 sqm 2,767.16 Annexure 12 7,91,406.94



8.0 Side railing 15 M 2,766.66 Annexure 16 41,499.86





13.0 Proposed Gate 1 nos 1,06,434.55 Annexure 22C 1,06,434.55

38,79,048.72

ORIENT MORE GHAT

Sub Total


No.Description

Unit Rate

(INR) Unit

11.1

Annexure-11A




1.2








655.20 655.20 900.60 1046.41 sqm

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


2.5, P-58

6,85,605.96


2.1





cleared.

350 350.00 642.00 745.94100s

qm

Refer DSR'2014, Sl.

No.-2.31, P-752,610.79

2.2






96 96.00 155.60 180.79 cumRefer DSR'2014, Sl.

No.-2.6, P-7217,356.00

2.3



complete48 48.00 910.25 1057.62 cum

Refer DSR'2014, Sl.

No.-2.27, P-7550,765.73

96 96.00 377.00 sqm 36,192.00

17.2 17.20 377.00 sqm 6,484.40

21 21.00 377.00 sqm 7,917.00

ORIENT MORE GHAT

2.4



with local sandSOR-2015, PWD-

Govt of WB, Item

No.1 ( c), P-12

Item

No.Description


Escalation

Unit Total

Quantity

Unit Rate

(INR)

Annexure-11A


Item

No.Description


Escalation

Unit Total

Quantity

Unit Rate

(INR)

3.0 Sub-Head-Concrete Work

3.1.1












59.40 59.40 4,832.90 5615.35 cum

Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.23, P-81

3,33,551.58

3.1.2




Refer SOR 2013-

'2014,Govt of WB,

Irrigation &

Waterways


4.26, P-82

1,43,486.05

3.1.3





SOR-2015, PWD-

Govt of

WB,Sanataey &

Plumbing Item

No.19( I), P-11

2,467.50

3.2




14.4 14.40 5,466.30 6351.29 cum 91,458.63

3.44 3.44 5,466.30 6351.29 cum 21,848.45

6.3 6.30 5,466.30 6351.29 cum 40,013.15


20 mm nominal size)3.2.1

Refer DSR'2014, Sl.

No.-4.1.3, P-85

Annexure-11A


Item

No.Description


Escalation

Unit Total

Quantity

Unit Rate

(INR)


4.1






33.6 33.60 8634.05 10031.90 cum 3,37,071.93

2.58 2.58 8634.05 10031.90 cum 25,882.31

3.15 3.15 8634.05 10031.90 cum 31,600.49





Refer DSR'2014, Sl.

No.-5.9.2, P-9746,951.91

4.4



upto plinth level..

4.4.1


2884.88 68.10 79.13 KgRefer DSR'2014, Sl.

No.-5.22.6, P-992,28,266.86

88,80,528.08

4.2Refer DSR'2014, Sl.

No.-5.2.1, P-96

Total


20 mm nominal size)

Annexure-11B


1.1



1.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 8.00 4918.65 5714.98 45719.84

cum 28.13 4918.65 5714.98 160733.80

1.2



plinth in :



6.12.2, P-11233971.05






13.9.1, P-21618914.80


cum 3.94 49222.00 193811.63

cum 4.50 49222.00 221499.00


cum 2.00 22,235.45 Analysis Rate 44470.91

719121.02 TOTAL

Refference

BILL OF QUANTITIES


(INR)

Price

Escalation


6.1.2, P-111

Analysis Rate 75 mm thick Red Sandstone

3.1.1

ORIENT MORE GHAT

Ammount (Rs.)

Annexure-11C


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


1









2









3









4 Supply of 12 m SWAGGED type Poles 1 Each 10561.54Analysis Rate

Annexure-26D0.00 10561.54 10561.54

5


No. 11.3.1, P- 35617.16 2928.16 40994.20


No. 11.3.2, P- 35746.68 3542.68 7085.35


No. 11.3.4, P- 351040.70 4937.70 4937.70

ESTIMATES ON RIVER GHAT LIGHT POST(ORIENT MORE GHAT)



Annexure-11C


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


6





ECC

100 RM 306.00

PWD-2014, GoWB,

Electrical Works,

Item No. A.1(j), P-

E-1

17.04 323.04 32304.42

7








etc.

100 RM 129.00

PWD-2014, GoWB,

Electrical Works,


7.19 136.19 13618.53

8







SPN

1 Each 399.00DSR- 2013, Code

No. 2.10.2, P-12106.55 505.55 505.55

9













1 Each 2265.00DSR- 2013, Code

No. 2.7.2, P-11604.87 2869.87 2869.87



Analysis Rate

Annexure-26D0.00 16966.00 67864.00

Annexure-11C


Schedule

Price

Escalation

(Rs.)

Final Rate

(Rs.)

Amount

(Rs.)


11











4 Set 1507.00

PWD-2015, GoWB,

Electrical Works,

Item No. H(4), P-H-

5

83.94 1590.94 6363.76

12


No. 5.7, P-223.78 28.78 935.38


No. 5.7, P-223.78 28.78 71.95


No. 5.7, P-223.78 28.78 143.91


No. 5.7, P-223.78 28.78 71.95

13






1 Set 2781.00DSR-2013, Code

No. 5.1, P-22742.67 3523.67 3523.67

489414.8014 48941.48


Miscelaneous Items



Sub-Total =

Annexure-12

Sl.

No.Particulars Unit Quantity Rate (Rs.) Reference

Ammount

(Rs.)

1

Surface dressing of the ground in any kind of soil

including removing vegetation inequalities not

exceeding 15cm depth and disposal of the

rubbish with a lead upto 75m as directed

Sqm 22.5 11.00

SOR-2015, PWD,

GoWB, Item No. 1(A)

1, P-1

247.50

2

Earth work in excavation of foundation trenches

or drains, in all sorts of soil (including mixed soil

but excluding laterite or sandstone) including

removing, spreading or stacking the spoils within

a lead of 75 m. as directed. The item includes

necessary trimming the sides of trenches,

levelling, dressing and ramming the bottom,

bailing out water as required complete.

Cum 13.50 120.47

SOR-2015, PWD,

GoWB, Item No. 1(A)

2a, P-1

1626.35

3

Filling in foundation or plinth by silver sand in

layers not exceeding 150mm as directed and

consolidating the same by thorough saturation

with water raming complete including the cost of

supply of sand

Cum 6.45 985.24

SOR-2015, PWD-

GoWB, Section 1(A),

Item No. 4 (A), P-2

6354.80

4

Single brick flat soling of picked jhama bricks

including ramming and dressing bed to proper

level and filling joints with local sand

Sqm 22.50 377.00

SOR-2015, PWD-Govt

of WB, Item No.1 (

c), P-12

8482.50

5

Providing ordinary cement concrete (mix 1:2:4)

at the top layer of the road with approved quality

graded stone chips (20 mm nominal size) as per

IS code

Cum 4.00 4603.00

SOR-2015, PWD-Govt

of WB, Item No.1 ( c)

5a, P-12

18412.00

6

20 mm. thick (finished) terrazo work with precast

tiles set on 20 mm avg thick cement mortar (1:3)

and sides with admixture of pigment and

white/grey cement as necessary in

floor, dado, skirting, staircase etc. laid in panels

or in patterns including high polishing, raking out

joints, roughening of concrete surface &

application of cement slurry before flooring

works using cement @ 1.75 kg. per sq.m. all

complete including all materials & labour.

Sqm 20.00 1011.00

SOR-2015, PWD-Govt

of WB, Item No.1 (D)

7Ai), P-44

20220.00

55343.14

2767.16

ESTIMATE OF INTERNAL ROAD

(For 10 M Length)

Sub Total =

Cost per SQM=

12.1

Annexure-13

Sl.

No.Quantity Unit

Rate

(Rs.)

Price

EscalationReferance

Amount

(Rs.)

1

a) 50 M 127.55 148.20 7410.02

2

a) 1 Nos. 336.80 391.33 391.33

3

a) 2.16 m3 112.40 130.60 282.70

4

a) 0.22 Sqm 1276.10 1482.70 326.19

5 50.00 M 160.00 185.90DSR-2014, Code No.

1547, P-2969295.20

17705.44

Providing GI Pipe of 25 mm Dia

Total Cost

Supplying tools and cutting road as well as restoring the same as per

specification and direction of E/I

25 mm

Water Bound macadam road for cutting roads as per requirment

Rate Analysis for Laying of House Connection MDPE Pipe


25 mm

Excavating trenches of required width for pipes, cables etc including exavation

for socket, dressing of sides, ramming of bottoms, depth upto 1.5 m including

getting out the excavated soil, and then returning the soil as required , in layer

not exiding 20cm in depth including consolidating each deposited layer by

ramming, watering,etc. and disposing of surplus excavated soil as directed with a

DSR-2014, Code No.

2.10.1.1, P-73

Filling available excavated earth(excluded rock) in trenches , plinth sides of

foundations etc. in layers not exceeding 20cm in depth consoliding each

deposited layer by r5amming and watering, lead upto 50m, and lift upto 1.5m

DSR-2014, Code No.

16.14, P-257

DSR-2014, Code No.

18.20.3, P-314

DSR-2014, Code No.

2.25, P-75

25 mm

Providing and fixing brass ferrule with CI mouth cover including all

25 mm

13.1

Annexure-14

Sl.

No.

Quantity Unit Rate

(In Rs.)Price

Escalation

Refference Amount

(Rs.)

0.506 Cum

0.131 Cum

0.048 Cum

0.685 Cum 155.60 180.79

2 0.685 Cum 153.07 177.85DSR-2014, CPWD,

Item No. 1.1.2, P-62 121.83

1.960 Sqm 377.00 738.92

0.750 Sqm 377.00 282.75

0.156 Cum 6570.00 7633.68 1192.76

0.020 Cum 6570.00 7633.68 151.72

0.078 Cum 6570.00 7633.68 591.75

5 0.056 Cum 5466.30 6351.29DSR-2014, Code No.

4.1.3, P-85 357.26

6 0.500 Sqm 821.00

SoR-2015, PWD-

GoWB, Item No. 1C

30, P- 32

410.50

0.30 196.45 228.26 68.48

0.38 196.45 228.26 85.60

0.98 196.45 228.26 223.69

0.79 196.45 228.26 179.18

4

DSR-2014, Code No.

5.2.3, P-96

For R.C.C. (75mm x 75mm) concerte Edge

DSR-2014, Code No.

4.3.1, P-86

For R.C.C. Stand post

7 Sqm

Cosntruction and Installation of Single Mouth Stand Post

1

DSR-2014, Code No.

2.6, P-72123.84

In drain

3 Providing designation 100 A one brick flat soling joints with local sand including

cost of watering, taxes, royalty all complete as per building specification and

direction of E/I.

Platform with 2 meter Long Masonary Drain


Earthwork in excavation 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 In Plartform

Total

Surplus Earth Removal

Reinforced cement concrete work in wall (any thickness), including attached

pilasters, buttresses, plinth and string courses, fillets, coloumns pillers piers

abutments, posts and struts etc up to floor five level excluding cost of centering

shuttering finishing and reinforcement. 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size)

For R.C.C. platform 100 mm thick

In Standpost

In Plartform

SOR-2015, PWD-Govt

of WB, Item No.1 ( c),

P-12In drain



shuttering - all work upto plinth level, - 1:2:4 (1

cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) at surface drain

over BFS

Brick Work of class designation 100A cement

morter 1:3 (1 cement : 3 coarse sand) in suface

drain

centering and shuttering including strutting,

propping etc. for removal of from for Foundation

footings, bases of columns etc. for mass concrete

14.1

Annexure-14

Sl.

No.

Quantity Unit Rate

(In Rs.)Price

Escalation

Refference Amount

(Rs.)


8

a) 7.787 Kg 64.95 75.47 587.62

b) 3.786 Kg 64.95 75.47 285.72

c) 2.717 Kg 64.95 75.47 205.01

1.185 Sqm 172.30 200.20 237.23

1.57 Sqm 172.30 200.20 314.31

1.5625 Sqm 41.40 48.10 75.16

1.185 Sqm 41.40 48.10 57.00

0.75 Sqm 41.40 48.10 36.08

11

a) 3 M 265.00

SOR-2015, Vol. 2,

Sanitary & Plumbing

Works, Section A(II),

Item No. 1.B.a, P-2

795.00

b) 2 Each 14.00

SOR-2015, Vol. 2,

Sanitary & Plumbing


Item No. 19 iii) C, P-12

28.00

c) 1 Each 12.00

SOR-2015, Vol. 2,

Sanitary & Plumbing


Item No. 19 iii) F, P-13

12.00

d) 2 Each 11.00

SOR-2015, Vol. 2,

Sanitary & Plumbing


Item No. 19 iii) B, P-12

22.00

e) 1 Each 195.00

SOR-2015, Vol. 2,

Sanitary & Plumbing


Item No. 7 G i), P-6

195.00

f) 1 Each 55.00 63.90DSR-2014, Code No.

1641, P-29663.90

7442.31

9

In Standpost

Reinforcement for R.C.C. work including strainghtening, cutting, beinding, placing

in position and binding all complete

8mm dia main rod in standpost 6 nos

15 mm PVC Socket

Drain surface10

DSR-2014, Code No.

13.4.1, P-216

DSR-2014, Code No.

5.22.1, P-99

Sub Total =

DSR-2014, Code No.

13.18, P-217

15 mm PVC Elbow

15 mm PVC Nipple

15 mm G.I. pipe

Supply fitting and fixing the following G.I. fitting, all complete

Supplying, fitting and fixing alloy iron with brass

spindle bib cock/stop cock of approved brand and

make, spray painted and tested to 21 kg

per sq. cm

Net cement punning

15 mm Union Socket

2m long drain area

12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand)

In drain surface

6mm dia main rod at platform

6mm dia ring rod at standpost 13 nos

14.2

Annexure - 15

Sl.

No.Description of items Quantity Unit Rate (Rs.) Reference. Amount (Rs.)

1

Earth work excavation in foundation trenches including

dressing of all sides, watering and ramming including disposal

of excavated earth upto 30m lead and lift upto 1.5m, disposed

earth to be leveled and neatly dressed as per the direction of

engineer-in-Charge all complete.

SOR-2015; PWD

Building, GoWB,

Sec-1(A), Item

No. 2(a), P-1

a) For Bench 2.30 Cum 120.47 277.08

b) Roof 0.85 Cum 120.47 101.80

2


ramming and dressing bed to proper level and filling joints with

local sand

SOR-2015, PWD-

Govt of WB,

Item No.1 ( c), P-

a) For Bench 1.62 Sqm 377.00 610.74

b) Roof 0.85 Sqm 377.00 318.57

3 Brick work with 1st class bricks in cement mortar (4:1) 1.944 Cum 6,068.00

SOR-2015, PWD

Building, GoWB,

Sec-1(C) Item

No. 21(a), P-30

11,796.19

4

Sand and cement plaster including rounding off or chamfering

corners as directed and raking out joints where necessary with

20mm thick plaster (1:4)

8.64 Sqm 206.0

SOR-2015, PWD-

Govt of WB,

Item No.I 2.ii)a),

P-164

1,779.84

5 Neat cement punning 8.64 Sqm 38.00

SOR-2015, PWD-

Govt of WB,

Item No.I. 8, P-

166

328.32

6

Painting with best quality synthetic enemel paint of approved

make including smoothening surface by sand papering on

plastered surface.

8.64 Sqm 33.33

SOR-2015, PWD-

Govt of WB,

Item No.14 a),

i), P-171

287.97

7

Ordinary Cement concrete (mix 1:2:4) with graded stone chips

(20 mm nominal size) excluding shuttering and reinforcement,if

any, in ground floor as per relevant IS codes. - Pakur Variety -

for bench

0.375 Cum 4603.00

SOR-2015, PWD-

Govt of WB,

Item No. 1C,

5.a), P-12

1,726.13

8

Controlled Cement concrete with well graded stone chips (20

mm graded nominal size) excluding shuttering and

reinforcement with complete design of concrete as per IS : 456

and relevant special publications, submission of job mix

formula after preliminary mix design after testing of concrete

cubes as per direction of Engineer-in charge. Consumption of

cement will not be less than 300 Kg of cement with Super

plasticiser per cubic meter of controlled concrete but actual

consumption will be determined on the basis of preliminary test

and job mix foumula. In ground floor and foundation. [using

concrete mixture] (a) M 20 Grade - Pillar

1.375 Cum 5402.00

SOR-2015, PWD-

Govt of WB,

Item No. 1C,

6.a)i), P-13

7,427.75

9

Controlled Cement concrete with well graded stone chips (20

mm graded nominal size) excluding shuttering and

reinforcement with complete design of concrete as per IS : 456

and relevant special publications, submission of job mix

formula after preliminary mix design after testing of concrete

cubes as per direction of Engineer-in charge. Consumption of

cement will not be less than 300 Kg of cement with Super

plasticiser per cubic meter of controlled concrete but actual

consumption will be determined on the basis of preliminary test

and job mix foumula. In ground floor and foundation. [using

concrete mixture] (a) M 20 Grade - Roof

0.225 Cum 5402.00

SOR-2015, PWD-

Govt of WB,

Item No. 1C,

6.a)i), P-13

1,215.45

10

Reinforcement for reinforced concrete work in all sorts of

structures including distribution bars,stirrups,binders,etc initial

straightening and removal of loose rust (if necessary)cutting to

requisite length,hooking and bending to correct shape, placing

in proper position and binding.

256.75 Kg 61.94

SOR-2015, PWD-

Govt of WB,

Item No.1C

15.a)i), P-28

15,902.07

COSTRUCTION OF SITTING PLACE WITH SHADE

15.1

Annexure - 15

Sl.

No.Description of items Quantity Unit Rate (Rs.) Reference. Amount (Rs.)

COSTRUCTION OF SITTING PLACE WITH SHADE

11

Hire and labour charges for suttering with centering and

necessary staging upto 4 m using approved stout props and

thick hard wood plank of approved thick ness with required

bracing for concrete slabs, beamsand columns, lintets curved

or straight including fitting, fixingand striking out after

completion of work(upto roof of ground level

3.025 Sqm 225.00

SOR-2015, PWD-

Govt of WB,

Item No.1C 12.f)

680.63

12

Sand and cement plaster including rounding off or chamfering

corners as directed and raking out joints where necessary with

20mm thick plaster (1:4)

14.8 Sqm 206.0

SOR-2015, PWD-

Govt of WB,

Item No.I 2.ii)a),

P-164

3,048.80

13 Neat cement punning 14.8 Sqm 38.00

SOR-2015, PWD-

Govt of WB,

Item No.I. 8, P-

166

562.40

14

Painting with best quality synthetic enemel paint of approved

make including smoothening surface by sand papering on

plastered surface.

14.8 Sqm 33.33

SOR-2015, PWD-

Govt of WB,

Item No.14 a),

i), P-171

493.28

15

Removal of rubbish, earth etc. from the working site and

disposal of the same beyond the compound in conformity with

the municipal /corporation rules for such disposal loading into

truck and cleaning the site in all respect as per direction of the

Engineer-in-Charge.

2.2015 Cum 168.00

SoR-2015, PWD

Building, Govt. of

WB, Section

1(B), Item No.

13, P-10

369.85

46,547.98TOTAL =

15.2

Annexure-16

Sl.

No.Particulars Unit Nos Quantity Rate (Rs.)

Price

EscalationReference

Ammount

(Rs.)

1

Earth work in excavation of foundation trenches

or drains, in all sorts of soil (including mixed soil

but excluding laterite or sandstone) including

removing, spreading or stacking the spoils within

a lead of 75 m. as directed. The item includes

necessary trimming the sides of trenches,

levelling, dressing and ramming the bottom,

bailing out water as required complete.

Cum 7 0.19 155.60 180.79Refer DSR'2014, Sl. No.-

2.6, P-7234.17

2

Single brick flat soling of picked jhama bricks

including ramming and dressing bed to proper

level and filling joints with local sand

Sqm 7 0.63 377.00

SOR-2015, PWD-Govt

of WB, Item No.1 ( c),

P-12

237.51

3

Providing ordinary cement concrete (mix 1:2:4) at

the top layer of the road with approved quality


IS code

Cum 7 0.19 5466.30 6351.29Refer DSR'2014, Sl. No.-

4.1.3, P-851200.39

4Providing Railing both side of the stair with G.I.

pipe (TATA make) 40mm dia.m 28.75 334.15 388.25


18.12.5, P-31311162.16

5

Making connection by providing and fixing tee,

including cutting and threading the pipe

etc. complete :

each 35 35.00 367.75 427.29Refer DSR'2014, Sl. No.-

18.13.1, P-31414955.11

6

Colour washing such as green, blue or buff to

give an even shade New work (two or more

coats) with a base coat of white washing.

Sqm 3.14 3.611 21.39

SOR-2015, PWD

Building, GoWB,Sec -

1(J ), Item No. 5(b)(i),

P-169

77.24

27666.57

2766.66Cost per Meter =

ESTIMATE OF SIDE RAILING(one side)

(For 10 M Length)

Sub Total =

16.1

ANNEXURE-17

Sl.

No.Unit NO Quantity

Rate (Rs.) Price


Amount

(Rs.)

Cum 1 9.00 155.60 180.79 1627.12

Cum 6 4.86 155.60 180.79 878.65

2 Cum 3.47 112.40 130.60

DSR-2014,CPWD

Building, Code

No.2.25, P-75

452.52

Sqm 1 2.50 377.00 942.50

Sqm 1 0.81 377.00 305.37

Cum 6 0.73 5,466.30 6351.29Refer DSR'2014, Sl.

No.-4.1.3, P-854630.09

Cum 6 0.97 6,450.0 7494.26 7284.42

Cum 6 0.61 6,450.0 7494.26 4566.81

Cum 1 0.63 6,450.0 7494.26 4683.91

Cum 1 0.38 6,450.0 7494.26 2810.35

RATE ANALYSIS FOR CONSTRUCTION OF SIDE WALL

10 m Length

DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to

50 m and lift upto 1.5 m.

4


1

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

(exceeding 30cm in depth. 1.5 m in width as well as

10 sqm on plan) including disposal of excavated

earth, lead upto 50m and lift upto 1.5m, disposed

earth to be levelled and neatly dressed.

DSR-2014,CPWD

Building, Code

No.2.6, P-72

3

For colum

Providing and laying cement concrete in retaining walls, return walls, walls (any

thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,

buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain

window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of

centering, shuttering and finishing:l

(a) 1:2:4 proportion

Single Brick Flat Soling of picked jhama

bricks including ramming and dressing bed

to proper level and filling joints with local

sand.

PWD (WB)SoR

Building 2015, Pg-

12, Sec-1(C), It-1

5



shuttering - All work up to plinth level :


aggregate 20 mm nominal size)

For foundation

Top of wall

For tie beam

17.1

ANNEXURE-17

Sl.

No.Unit NO Quantity

Rate (Rs.) Price


Amount

(Rs.)Brief Description of Item

2 4.00 360.00 418.28 1673.14

6 9.75 360.00 418.28 4078.27

2 5.00 360.00 418.28 2091.42

2 3.00 360.00 418.28 1254.85

7 Kg 1.0 209.22 68.10 79.13

DSR-2014,CPWD

Building, Code

No.5.22A.6, & 5.22.6

P-99

16554.52

8 Cum 1 1.81 5667.55 6585.13

DSR-2014,CPWD

Building, Code

No.6.4.1, P-111

11894.38

65728.326572.83


straightening, cutting, bending, placing in position

and binding all complete above/above plinth level.

Sqm

Centering and shuttering including strutting, propping

etc. and emoval of form work for : (upto roof of

ground floor)Retaining walls, return walls, walls (any

thickness) including attached pilasters, buttresses,

plinth and string courses fillets, kerbs and steps etc.

Total Cost of 10 m Length =

Rate/ Meter=



superstructure above plinth level up to floor V level in

all shapes and sizes in :

DSR-2014,CPWD

Building, Code

No.4.3.2, P-86

6

17.2

Annexure-18

Sl.

No.Particulars

Quantity

CalculationQuantity Unit

Scheduled

Rate (Rs.) Refference Schedule

Price

Escalation

Amount

(Rs.)

1

Cleaning of jungle including uprooting of rank vegetation,

grass, bush, trees and removal of rubbish upto a distance

of 50 m

10 X 8 80.0 Sqm 6.42 DSR-2014, Code No. 2.31, P-75 7.46 596.75

2

Trenching in ordinary soil upto a depth of 60 cm including

removal and stacking of serviceable materials and then

disposing of by spreadind and neatlt levelling with in a led

of 50m and making up the trenched area to proper levels

by filling with earth or earth mixed with sludge or/and

manure before and after flooding trench with water

(excluding cost of import earth, sludge or manure)

10 x 8 x 0.6 48 Cum 155.60 DSR-2014, Code No. 2.6, P-72 180.79 8678.00

3Supplying and stacking of good earth at site including

royalty and carriage upto 1 km 10 x 8 x 0.9 72 Cum 116.00

SOR-2015, PWD, Road & Bridge

Work, Govt. of WB, Vol. 3, Item No.

3.01 & 3.02) i) & iii), P-234

0.00 8352.00

4

Supplying and stacking at site dump manure from

approved source, including carriage up to 1 km and

screened through sieve of I.S. designation 20mm

- 36 Cum 116.00



3.01 & 3.02) i) & iii), P-234

0.00 4176.00

5Rough dressing the trenched ground including breaking

clods10 X 8 80.0 Sqm 20.20



9.02), P-269

0.00 1616.00

6 Spreading of good earth of 30cm thickness 10 x 8 x 0.3 24 Cum 19.80



9.01), P-269

0.00 475.20

7 Mixing earth and manure in 2:1 proportion - 72 Cum 19.80



9.01), P-269

0.00 1425.60

8 Spreading of mixed material of 35 cm thickness 10 x 8 x 0.35 28 Cum 19.80



9.01), P-269

0.00 554.40

RIVER FRONT DEVELOPMENT - LANDSCAPING 10M X8M

18.1

Annexure-18

Sl.

No.Particulars

Quantity


Scheduled


Price

Escalation

Amount

(Rs.)


9

Edging with bricks laid dry length wise including

excavation, refilling, consolidating with hand packing and

spreading neatly surplus earth within a lead of 50m- for 75

class designation

2 x (10 + 8) 36 Meter 34.30



9.09), P-270

0.00 1234.80

10SOR-2015, PWD, Building Works,

GoWB, Section 1 (U)

a)Furcaria veriegated 10-12 leaves in height 20-30cm in

earthen pots of size 25cm.30 Nos. 162.00 Item No. 48) i), P-271 0.00 4860.00

b)Ficus bengalensis (variegated) of height 60-75cm in

earthen pots size 30cm24 Nos. 185.00 Item No. 48) ix), P-271 0.00 4440.00

c)Ficus regnold well branched (bushy) of height 120cm-

135cm in cement pots of size 35cm.24 Nos. 142.00 Item No. 48) xiii), P-271 0.00 3408.00

d)Adenium obesum of height 90cm-60cm in earthen pots of

size 25cm18 Nos. 207.00 Item No. 48) xvi), P-272 0.00 3726.00

e)Areca Palm 4 - 5 suckers of height 120 cm to 135 cm in

earthen pots of size 25 cm.18 Nos. 163.00 Item No. 48) xxvii), P-272 0.00 2934.00

f) China palm of leaves 4-5 in earthen pots size 25cm 12 Nos. 1893.00 Item No. 48) viii), P-271 0.00 22716.00

g)Dracaena Victoria of height 30 cm to 90 cm in earthen

pots of size 25 cm. - 36 Nos. 83.00 Item No. 48) xxxv), P-273 0.00 2988.00

h)Ficus elastica Decora ( Rubber plant ) of height 90cm-

60cm in each earthen pot of size 25cm.30 Nos. 69.00 Item No. 48) xi), P-273 0.00 2070.00

i)Hibiscus Variegated of height 60 cm to 75 cm in earthen

pots of size 25 cm.12 Nos. 65.00 Item No. 48) xxv), P-272 0.00 780.00

Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum

height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying

presticide and fertilizer etc.

18.2

Annexure-18

Sl.

No.Particulars

Quantity


Scheduled


Price

Escalation

Amount

(Rs.)


11

Maintanance of trees for one year (Avenue Plants)

including watering, trimming, manuring, spraying

insecticide and guarding as required. This includes supply

of labour, tools & plants including materials

- 204 Nos. 482.00

SOR-2015, PWD, Building Works,

GoWB, Section 1 (U), Item No. 47,

P-271

0.00 98328.00

173358.75

2167.00

Total =

COST PER SQ M

18.3

Annexure - 19

Sl.

No.Unit No. Quantity

Total

Quantity

Rate

(Rs.)Refarance

Amount

(Rs.)

1

1.a Cum 9 20.50

1.b Cum 1 5.62

1.c Cum 1 7.02

2 Cum 1 36.11 36.11 112.40

DSR-2014,CPWD

Building, Code

No.2.25, P-75

4059.05

3

3.a Sqm 9 9.00

3.b Sqm 1 72.23

3.c Sqm 1 4.68

3.d Sqm 1 10.23

4

4.a Cum 9 0.51

4.b Cum 1 7.22

4.c Cum 1 1.40

5 Cum 1 7.67 7.67 5667.55

DSR-2014,CPWD

Building, Code

No.6.4.1, P-111

43463.02

6 Sqm 1 10.23 10.85 314.85

DSR-2014,CPWD

Building, Code

No.4.11, P-87

3416.12

7

7.a Sqm 1 69.55

7.b Sqm 1 4.68

7.c Sqm 1 3.90

Floor area

Steps (for tread)

Providing and laying damp-proof course 50 mm thick

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

sand : 4 graded stone aggregate

20 mm nominal size

Estimation of Sulabha Complex


5157.65

Column Footings

Plinth Beams

Steps

33.15 155.60

SOR-2015,PWD

Building, GoWB,

Sec- 1(A),Item

No.2(a),P-1

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas

(exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated

earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

96.13 377.00

Plinth Beams

Room Floors

Steps






Steps (for riser)

Column Footings



superstructure above plinth level up to floor V level

in all shapes and sizes in :

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with

a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc.

complete. # 40 mm thick with 20 mm nominal size stone

aggregate

Column Footings

Room Floors

Steps

DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

SOR-2015,PWD

Building, GoWB,

Sec- 1(C ), Item

No.1,P-12

36241.01

58906.24

3031.74

8.58 353.35

DSR-2014,CPWD

Building, Code

No.11.3.1, P-182

9.13 6450.00

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level

and filling joints with local sand

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including

attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing

courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up

to floor five level, excluding the cost of centering, shuttering and finishing:


19.1

Annexure - 19

Sl.


Total

Quantity

Rate

(Rs.)Refarance

Amount

(Rs.)



8 Cum 1 10.23

8.a Cum 12 1.35

8.b Cum 2 0.45

Cum 1 1.30

9

9.a Sqm 8 28.80

9.b Sqm 6 26.10

9.c Sqm 1 54.60

9.e Sqm 4 8.00

9.f Sqm 8 12.00

10

Sqm 1 147.73

Sqm 1 209.40

Sqm 12 20.40

Sqm 4 30.00

Sqm 8 16.00

Sqm 16 24.00

Cum 24 3.24

Cum 4 4.80

Cum 2 20.80

10.b Sqm 1 83.01

40381.29

Deduction for the openings . Rolling shutter

7.13 5667.55

DSR-2014,CPWD

Building, Code

No.6.4.1 & 6.5, P-

111



uperstructure above plinth level up to floor V level in


# Cement mortar 1:4

421.70

DSR-2014,CPWD

Building, Code

No.13.2.1, P-216

15 mm cement plaster on the rough side of single or half brick wall of mix : (Ground floor).

# 1:4 (1 cement: 4 fine sand)

79701.77

59517.50

189.00

Ceilling

Partition wall of toilet 2

89.50 665.00

Deduction for the openings . Window

Deduction for the openings . Rolling shutter

Partition wall of toilet 1

D/d for opening Door ( D2)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V level.

# Cement mortar 1:4 (1 cement :4 coarse sand)

Partition wall of sweeper room


Deduction for the openings . Ventilation

DSR-2014,CPWD

Building, Code

No.6.13.2, P-112

10.a

Walls



Deduction for the openings . Ventilation

Deduction for the openings . Window

19.2

Annexure - 19

Sl.


Total

Quantity

Rate

(Rs.)Refarance

Amount

(Rs.)



11

11.a Cum 9 0.76

11.b Cum 9 2.63

Cum 6 1.46

Cum 6 2.41

Cum 6 0.98

Cum 6 1.61

11.e Cum 1 9.96

11.f Cum 1.00 1.53

11.g Cum 1 1.42

12 Kg 1 1820.3 68.10

DSR-2014,CPWD

Building, Code

No.5.22A.6 &

5.22.6A , P-99

123963.32

13

13.a Sqm 36 42.08

Sqm 12 11.70

Sqm 12 19.26

Sqm 18 11.70

Sqm 18 19.26

13.d Sqm 2 12.27

13.e Sqm 1 83.01

14

14.a Sqm 16 54.40

Sqm 16 44.80

14.b Sqm 8 12.00

15

15.a Cum 2 0.03

15.b Cum 4 0.10

15.c Cum 8 0.19

DSR-2014,CPWD

Building, Code

No.11.38, P-187

0.31

DSR-2014,CPWD

Building, Code

No.9.1.1, P-144

87.20 940.45

Door ( D2)

91496.9Door ( D1)

82007.24

Gents & ladies toilet

22.75

DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

146762.74Columns

13.c

71739.9013.b




to floor five level, excluding the cost of centering, shuttering and finishing:l (a) 1:2:4 proportion

Column Footings

DSR-2014,CPWD

Building, Code

No.4.3.2, P-86

6450.00

199.28 360.00

Plinth Beams

Centering and shuttering including strutting, propping etc. and emoval of form work for : (upto roof

of ground floor)Retaining walls, return walls, walls (any thickness) including attached pilasters,

buttresses, plinth and string courses fillets, kerbs and steps etc.

Beam

Column

Window (W1)

11.c

11.d Beam



and binding all complete above plinth level.

For chajja

Slabs

D/d opening

28547.03

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought

framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold

fast lugs or dash fastener shall be paid for separately). # Second class

teak wood

Lintel

Lintel

Plinth Beams

SlabsProviding and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the

manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades,

except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1

Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments

etc., complete.

19.3

Annexure - 19

Sl.


Total

Quantity

Rate

(Rs.)Refarance

Amount

(Rs.)



16

16.a Sqm 8 9.78

16.b Sqm 4 6.98

16.c Sqm 12 1.62

16.d Sqm 2 2.60

Sqm 1 10.40 2142.10

18 Sqm 1 147.73 16.2

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

2393.23

19 Sqm 1 273.97 22.50

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

6164.38

874150.60

141524.98

1015675.58

20 101567.56

21 76175.67

22 101567.56

23 Nos. 1 38572.46 As per analysis 38572.46

24 M 10 3167.73 As per analysis 31677.33

1223711.16

12.24Total Cost Rs. in Lakh =

Sub Total =

10% of Civil Cost

7.5 % of Civil Cost

10% of Civil CostProvision for providing external electrification.

Prvision for providing, fitting & fixing of water supply

& sanitary installation.

Provision for providing internal electrification.

Price Escalation @16.19% for 1 Year =

Sub-Total with Price Escalation =

Colour washing such as green, blue or buff to give

an even shade New work (two or more coats) with a

base coat of white washing.

White washing with lime to give an even shade :

:new work(three or more coats)

Total Cost =

Construction of Manhole

Pipe laing for sewer connection200mm Diameter

RCC Pipe

Size : L-1.2m x W-

1.2m x D-1.5m

Ventilator

Windows

Door ( D2)

56419.52

DSR-2014,CPWD

Building, Code

No.10.6.1, P-176

22277.84

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory

windows, including ISI marked M.S. pressed butt hinges bright finished of required size with

necessary screws, excluding panelling which will be paid for separately, all complete as per direction

ofEngineer-in-charge.

In Ground Floor:


Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked

together through their entire length and jointed together at the end by end locks, mounted on

specially designed pipe shaft with brackets, side guides and arrangements for inside and outside

locking with push and pull operation complete, including the cost of providing and fixing necessary

27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength

conforming to IS: 4454 -

part 1 and M.S. top cover of required thickness for rolling shutters.

#80x1.25 mm M.S. laths with 1.25 mm thick top cove

17

Door ( D1)2689

DSR-2014,CPWD

Building, Code

No.9.5.1.1, P-144

20.98

19.4

Annexure-20

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)Refarance

Price Escalation

(Rs.)

Escalated

Price (Rs.)

Amount

(Rs.)

1

1.a Cum 4 2.25

1.b Cum 1 0.84

1.c Cum 1 0.15

2

2.a Sqm 4 2.25

2.b Sqm 1 4.32

2.c Sqm 1 0.75

2.d Sqm 1 2.10

3

3.a Cum 4 0.45

3.b Cum 1 0.43

3.c Cum 1 0.11

4 Cum 1 0.95 0.95 5667.55

DSR-2014,CPWD

Building, Code

No.6.4.1, P-111

917.58 6,585.13 6222.94

5 Sqm 1 4.32 4.32 353.35

DSR-2014,CPWD

Building, Code

No.11.3.1, P-182

57.21 410.56 1773.61

3.24

9.42 Room Floors

509.38

941.93 6,759.93

180.79

70.98

COST ESTIMATE FOR CHANGE ROOM


thickness) including attached pilasters, columns, piers, abutments, pillars,

posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks,

anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level,

excluding the cost of centering, shuttering and finishing:

(a) 1:3:6 proportion6722.75

DSR-2014,CPWD

Building, Code

No.2.6.1, P-72

585.76

4798.33 438.40

25.19

Steps

DSR-2014,CPWD

Building, Code

No.4.2.5, P-86

5818.00




but excluding the cost of nosing of steps etc.

complete. # 40 mm thick with 20 mm nominal size

stone aggregate

DSR-2014,CPWD

Building, Code

No.16.12 , P-257

155.60

0.99

Earth work in excavation by mechanical means (Hydraulic excavator) / manual

means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm

on plan) including disposal of excavated earth, lead upto 50m and lift upto

1.5m, disposed earth to be levelled and neatly dressed.

Dry brick pitching half brick thick in drains including supply of bricks and

preparing the surface complete :

# With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Plinth Beams

Column Footings

Room Floors

Steps


Column Footings

Steps

Plinth Beams

Column Footings




all shapes and sizes in (with 1:4 cement sand mortar)

20.1

Annexure-20

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)Refarance

Price Escalation

(Rs.)

Escalated

Price (Rs.)

Amount

(Rs.)



6 Cum 1 5.04

6.a Cum 1 0.53

7

7.a Sqm 1 20.16

i Sqm 1 2.10

7.b Sqm 1 30.68

i Sqm 1 2.10

8 Sqm 1 4.32 4.32 163.00

DSR-2014,CPWD

Building, Code

No.13.1.1, P-216

26.39 189.39 818.16

9

9.a Cum 4 0.34

9.b Cum 4 0.91

9.c Cum 1 0.53

9.d Cum 1 0.05

9.e Cum 1 0.67

Sqm 16 1.80

Sqm 16 14.50

Sqm 2 4.20

Sqm 2 0.70

Sqm 1 6.67

Sqm 2 1.04

11 Kg 1 88.80 68.10

DSR-2014,CPWD

Building, Code

No.5.22A.6, P-99

11.03 79.13 7026.33

12 Sqm 1 24.51 24.51 16.2

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

2.62 18.82 461.35

30.60 219.60

1,044.26 7,494.26

58.28 418.28

DSR-2014,CPWD

Building, Code

No.4.3.2, P-86

46.64 189.0

15 mm cement plaster on the rough side of single or half brick wall of mix :

(Ground floor). # 1:4 (1 cement: 4

fine sand)

360.00

Centering and shuttering including strutting, propping

etc. and emoval of form work for : (upto roof of

ground floor)Retaining walls, return walls, walls (any

thickness) including attached pilasters, buttresses,

plinth and string courses fillets, kerbs and steps etc.

Deduction for the door openings .

10242.10

917.584.52 5667.55 29731.85 6,585.13



Plinth Beams

Lintel Beams & chajja

External surface of wall


DSR-2014,CPWD

Building, Code

No.6.4.1, P-111

DSR-2014,CPWD

Building, Code

No.13.2.1, P-216




all shapes and sizes in


straightening, cutting, bending, placing in position and

binding all complete above plinth level.


thickness) including attached pilasters, columns, piers, abutments, pillars,

posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks,

anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level,

excluding the cost of centering, shuttering and finishing: (a) 1:2:4 proportion

2.49

Column Footings

Column



Internal surface of wall


12092.59

DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

18647.58

Roof slab

10

6450.00

28.91

20.2

Annexure-20

Sl.

No.Unit No Quantity

Total

Quantity

Rate

(Rs.)Refarance

Price Escalation

(Rs.)

Escalated

Price (Rs.)

Amount

(Rs.)



13 Sqm 1 20.64 20.64 22.50

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

3.64 26.14 539.59

14 Cum 1 0.04 0.04 91496.9

DSR-2014,CPWD

Building, Code

No.9.1.1, P-144

14813.35 1,06,310.25 4146.10

15 Sqm 1 1.84 1.84 2689.00

DSR-2014,CPWD

Building, Code

No.9.5.1.1, P-144

435.35 3124.35 5748.80

109557.85

10955.79

16433.68

136947.32

1.37

Grand Total for Change Room =

Total Cost in Lakh =

Carraiage of Materials @10% of the Total Cost =

Cost for electrical work, @ 15% of the Grand Total =

Total =


even shade New work (two or more coats) with a






dash fastener shall be paid for separately). # Second

class teak wood





excluding panelling which will be paid for separately,

all complete as per direction ofEngineer-in-charge.

In Ground Floor:



20.3

Annexure-21

Sl.

No.Items Quantity Unit

Rate

(Rs.)Reference

Price Escalation

(Rs.)

Escalated

Price (Rs.)

Ammount

(Rs.)

1

Supply, carriage and stacking at site

Jhaw / Eucalyptus bullah, each of length

upto 6.0 m including sizing and

sharpening one end for driving and

dressing the other end of 20 cm

diameter

345 Meters 305.00

SOR-2015, Road &

Bridge, PWD, GoWB,

Vol. 3, Item No. 18.18,

P-324

0.00 305.00 105225.00

2

Labour for driving Sal-bullah /

Eucalyptus bullah piles by monkey in

sorts of soil including hoisting and

placing piles in position, protecting the

pile head with iron ring and cutting and

shaping heads before and after driving

and including hire and labour for

necessary driving appliances and all

tackles - 20 cm dia

173 Meters 119.00

SOR-2015, Road &

Bridge, PWD, GoWB,

Vol. 3, Item No. 18.17,

P-324

0.00 119.00 20527.50

3

Joining Sal-bullah / Eucalyptus bullah

pile of 20 cm. to 30 cm. diameter with

half lap joints (lap length at least 90 cm

long) with 3 nos. of collars made of 50

mm. x 6 mm. M.S. Flat, clamps, bolts

and nuts and washers as per approved

drawing and design

50 Each 581.00

SOR-2015, Road &

Bridge, PWD, GoWB,

Vol. 3, Item No. 18.20,

P-325

0.00 581.00 29050.00

4Supplying empty Cement bags in good

condition1035 Nos. 3.30

SOR-2015, Road &

Bridge, PWD, GoWB,

Vol. 3, Item No. 18.28,

P-325

0.00 3.30 3415.50

5 Supply of River Sand 36.2 Cum 700.00

SOR-2015, Road &

Bridge, PWD, GoWB,

Vol. 3, Table 1, Sl.

No.4, P-219

0.00 700.00 25357.50

6

Filling empty Cement bags with dry

earth or sand, stitching the bag (cost of

thread included) and carrying and

placing them in position and all

incidental charges complete but

excluding cost of sand and gunny bags.

1035.0 Nos. 3.50

SOR-2015, Road &

Bridge, PWD, GoWB,

Vol. 3, Item No. 18.29,

P-325

0.00 3.50 3622.50

ESTIMATES FOR CONSTRUCTION COFFER DAM FOR CONSTRUCTION UNDER RIVER WATER

10m Length

21.1

Annexure-21

7Dumping in position earth / sand filled

polybags inclusive of all leads and lifts1035.0 Each 2.30

SOR-2013-14,

Irrigation & Waterways

Directorate, Greater

Calcutta Drainage

Circle, GoWB, Item No.

4.20, P-80

0.61 2.91 3016.22

8

Taking out bullah wailing pieces after

removing nut & bolts and iron nails and

stacking the same with 150 m from the

site of work including sorting out

serviceable materials

345.0 Meters 7.80

SOR-2013-14,



Calcutta Drainage


4.9, P-78

2.08 9.88 3409.64

9

Bailling out water by Pump including all

leads and lifts including making

arrangements for disposal

180.0 HP-Hr 356.00

SOR-2013-14,



Calcutta Drainage


1.10, P-56

95.07 451.07 81192.69

274816.5527481.66For 1 METER LENGTH =

GRAND TOTAL FOR 10 M Length =

21.2

Annexure-22A

Sl.


Total

Quantity

Rate

(Rs.)

Price

EscalationRefarance

Amount

(Rs.)

1

1.a Cum 2 2.00 2.00 155.60 180.79

2 Cum 0.40 0.40 112.40 130.60

DSR-2014,CPWD

Building, Code

No.2.25, P-75

52.24

3

3.a Sqm 2 2.00 2.00 377.00

4

4.a Cum 2 0.25 0.25 6450.00 7494.26

5 Cum 2 0.72 0.72 5667.55 6585.13

DSR-2014,CPWD

Building, Code

No.6.4.1, P-111

4741.29

6

6.a Cum 2 0.40

6.b Cum 2 0.64

6.c Cum 1 0.22

6.d Cum 1 0.35

6.e Cum 2 0.27

7 Kg 1 150.3 68.10 79.13

DSR-2014,CPWD

Building, Code

No.5.22A.6 &

5.22.6A , P-99

11895.71

DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

14083.58

Columns




to floor five level, excluding the cost of centering, shuttering and finishing:l (a) 1:2:4 proportion

Column Footings

6450.001.88

Estimation of GATE-3M span


361.58

Column Footings

DSR-2014,CPWD

Building, Code

No.2.6, P-72









Column Footings





Column Footings

DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

SOR-2015,PWD

Building, GoWB,

Sec- 1(C ), Item

No.1,P-12

7494.26

754.00

1873.56

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and

filling joints with local sand






Beam




For chajja

Slabs

22A.1

Annexure-22A

Sl.


Total

Quantity

Rate

(Rs.)

Price

EscalationRefarance

Amount

(Rs.)



8

8.a Sqm 8 10.20

Sqm 2 1.75

Sqm 1 1.20

Sqm 4 8.40

Sqm 2 0.61

Sqm 2 7.00

Sqm 2 0.20

9

Sqm 8 8.00

Sqm 2 0.00

Sqm 1 2.10

Sqm 4 8.40

Sqm 2 0.61

Sqm 2 7.00

Sqm 1 0.88

10 Sqm 1 26.99 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

508.05

11 Sqm 1 26.99 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

705.62

53184.07






Slabs

Total Cost =

DSR-2014,CPWD

Building, Code

No.13.2.1, P-216

DSR-2014,CPWD

Building, Code

No.4.3.2, P-86




8.b

189.00 219.60



5927.20

12281.24

For chajja

Slabs

360.00

26.99

Column

Beam

Beam

Column

8.c

8.d

For chajja29.36 418.28

22A.2

Annexure-22B

Sl.


Total

Quantity

Rate

(Rs.)

Price

EscalationRefarance

Amount

(Rs.)

1

1.a Cum 2 2.00 2.00 155.60 180.79

2 Cum 0.40 0.40 112.40 130.60

DSR-2014,CPWD

Building, Code

No.2.25, P-75

52.24

3

3.a Sqm 2 2.00 2.00 377.00

4

4.a Cum 2 0.25 0.25 6450.00 7494.26

5 Cum 2 0.72 0.72 5667.55 6585.13

DSR-2014,CPWD

Building, Code

No.6.4.1, P-111

4741.29

6

6.a Cum 2 0.40

6.b Cum 2 0.64

6.c Cum 1 0.28

6.d Cum 1 0.45

6.e Cum 2 0.35

7 Kg 1 169.6 68.10 79.13

DSR-2014,CPWD

Building, Code

No.5.22A.6 &

5.22.6A , P-99

13418.08






DSR-2014,CPWD

Building, Code

No.2.6, P-72

361.58

Column Footings





50 m and lift upto 1.5 m.Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and


SOR-2015,PWD

Building, GoWB,

Sec- 1(C ), Item

No.1,P-12

754.00

Column Footings






DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

1873.56

Column Footings








to floor five level, excluding the cost of centering, shuttering and finishing:l (a) 1:2:4 proportion DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

15885.95Column Footings

2.12 6450.00 7494.26Columns

Beam

Slabs

For chajja




22B.3

Annexure-22B

Sl.


Total

Quantity

Rate

(Rs.)

Price

EscalationRefarance

Amount

(Rs.)



8

8.a Sqm 8 10.20

Sqm 2 2.25

Sqm 1 1.60

Sqm 4 10.80

Sqm 2 0.74

Sqm 2 9.00

Sqm 2 0.20

9

Sqm 8 8.00

Sqm 2 0.00

Sqm 1 2.80

Sqm 4 10.80

Sqm 2 0.74

Sqm 2 9.00

Sqm 1 0.88

10 Sqm 1 32.22 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

606.49

11 Sqm 1 32.22 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

842.35

60163.76




DSR-2014,CPWD

Building, Code

No.4.3.2, P-86

14552.52

Column

34.79 360.00 418.28

8.b Beam

8.c For chajja

8.d Slabs

7075.70

Column

32.22 189.00 219.60

Beam

For chajja

Slabs






Total Cost =



DSR-2014,CPWD

Building, Code

No.13.2.1, P-216

22B.4

Annexure-22C

Sl.


Total

Quantity

Rate

(Rs.)

Price

EscalationRefarance

Amount

(Rs.)

1

1.a Cum 2 6.75 6.75 155.60 180.79

2 Cum 1.35 1.35 112.40 130.60

DSR-2014,CPWD

Building, Code

No.2.25, P-75

176.31

3

3.a Sqm 2 4.50 4.50 377.00

4

4.a Cum 2 0.56 0.56 6450.00 7494.26

5 Cum 2 0.72 0.72 5667.55 6585.13

DSR-2014,CPWD

Building, Code

No.6.4.1, P-111

4741.29

6

6.a Cum 2 0.90

6.b Cum 2 1.63

6.c Cum 1 0.93

6.d Cum 1 0.58

6.e Cum 2 0.45

7 Kg 1 359.4 68.10 79.13

DSR-2014,CPWD

Building, Code

No.5.22A.6 &

5.22.6A , P-99

28437.03

Estimation of GATE_5m span





DSR-2014,CPWD

Building, Code

No.2.6, P-72

1220.34

Column Footings







SOR-2015,PWD

Building, GoWB,

Sec- 1(C ), Item

No.1,P-12

1696.50

Column Footings





DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

4215.52

Column Footings









Building, Code

No.4.2.3, P-85


4.49 6450.00 7494.26Columns

Beam

Slabs

For chajja




22C.5

Annexure-22C

Sl.


Total

Quantity

Rate

(Rs.)

Price

EscalationRefarance

Amount

(Rs.)

Estimation of GATE_5m span


8

8.a Sqm 8 16.32

Sqm 2 4.64

Sqm 1 2.00

Sqm 4 13.92

Sqm 2 0.91

Sqm 2 11.60

Sqm 2 0.20

9

Sqm 8 12.80

Sqm 2 0.00

Sqm 1 3.50

Sqm 4 13.92

Sqm 2 0.91

Sqm 2 11.60

Sqm 1 0.88

10 Sqm 1 43.61 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

820.86

11 Sqm 1 43.61 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

1140.09

106434.55




DSR-2014,CPWD

Building, Code

No.4.3.2, P-86

20742.70

Column

49.59 360.00 418.28

8.b Beam

8.c For chajja

8.d Slabs

9576.72

Column

43.61 189.00 219.60

Beam

For chajja

Slabs






Total Cost =



DSR-2014,CPWD

Building, Code

No.13.2.1, P-216

22C.6

Annexure-22D

Sl.


Total

Quantity

Rate

(Rs.)

Price

EscalationRefarance

Amount

(Rs.)

1

1.a Cum 2 6.75 6.75 155.60 180.79

2 Cum 1.35 1.35 112.40 130.60

DSR-2014,CPWD

Building, Code

No.2.25, P-75

176.31

3

3.a Sqm 2 4.50 4.50 377.00

4

4.a Cum 2 0.56 0.56 6450.00 7494.26

5 Cum 2 0.72 0.72 5667.55 6585.13

DSR-2014,CPWD

Building, Code

No.6.4.1, P-111

4741.29

6

6.a Cum 2 0.90

6.b Cum 2 1.63

6.c Cum 1 1.09

6.d Cum 1 0.68

6.e Cum 2 0.53

7 Kg 1 386.4 68.10 79.13

DSR-2014,CPWD

Building, Code

No.5.22A.6 &

5.22.6A , P-99

30576.58

Estimation of GATE





DSR-2014,CPWD

Building, Code

No.2.6, P-72

1220.34

Column Footings







SOR-2015,PWD

Building, GoWB,

Sec- 1(C ), Item

No.1,P-12

1696.50

Column Footings





DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

4215.52

Column Footings









Building, Code

No.4.2.3, P-85


4.83 6450.00 7494.26Columns

Beam

Slabs

For chajja




22D.7

Annexure-22D

Sl.


Total

Quantity

Rate

(Rs.)

Price

EscalationRefarance

Amount

(Rs.)

Estimation of GATE


8

8.a Sqm 8 16.32

Sqm 2 5.68

Sqm 1 2.40

Sqm 4 16.32

Sqm 2 0.98

Sqm 2 13.60

Sqm 2 0.20

9

Sqm 8 12.80

Sqm 2 0.00

Sqm 1 4.20

Sqm 4 16.32

Sqm 2 0.98

Sqm 2 13.60

Sqm 1 0.88

10 Sqm 1 48.78 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

918.08

11 Sqm 1 48.78 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

1275.11

114943.60




DSR-2014,CPWD

Building, Code

No.4.3.2, P-86

23212.67

Column

55.50 360.00 418.28

8.b Beam

8.c For chajja

8.d Slabs

10710.95

Column

48.78 189.00 219.60

Beam

For chajja

Slabs






Total Cost =



DSR-2014,CPWD

Building, Code

No.13.2.1, P-216

22D.8

Annexure-22E

Sl.


Total

Quantity

Rate

(Rs.)

Price

EscalationRefarance

Amount

(Rs.)

1

1.a Cum 3 10.13 10.13 155.60 180.79

2 Cum 2.03 2.03 112.40 130.60

DSR-2014,CPWD

Building, Code

No.2.25, P-75

264.46

3

3.a Sqm 3 6.75 6.75 377.00

4

4.a Cum 3 0.84 0.84 6450.00 7494.26

5 Cum 3 0.72 0.72 5667.55 6585.13

DSR-2014,CPWD

Building, Code

No.6.4.1, P-111

4741.29

6

6.a Cum 3 1.35

6.b Cum 3 2.45

6.c Cum 1 1.49

6.d Cum 1 0.93

6.e Cum 2 0.73

7 Kg 1 555.3 68.10 79.13

DSR-2014,CPWD

Building, Code

No.5.22A.6 &

5.22.6A , P-99

43939.28

Estimation of GATE





DSR-2014,CPWD

Building, Code

No.2.6, P-72

1830.52

Column Footings







SOR-2015,PWD

Building, GoWB,

Sec- 1(C ), Item

No.1,P-12

2544.75

Column Footings





DSR-2014,CPWD

Building, Code

No.4.2.3, P-85

6323.28

Column Footings









Building, Code

No.4.2.3, P-85


6.94 6450.00 7494.26Columns

Beam

Slabs

For chajja




22E.9

Annexure-22E

Sl.


Total

Quantity

Rate

(Rs.)

Price

EscalationRefarance

Amount

(Rs.)

Estimation of GATE


8

8.a Sqm 12 24.48

Sqm 2 7.44

Sqm 1 3.40

Sqm 4 22.32

Sqm 2 1.37

Sqm 2 18.60

Sqm 2 0.20

9

Sqm 12 19.20

Sqm 2 0.00

Sqm 1 5.95

Sqm 4 22.32

Sqm 2 1.37

Sqm 2 18.60

Sqm 1 0.88

10 Sqm 1 68.32 16.2 18.82

DSR-2014,CPWD

Building, Code

No.13.37.1, P-219

1285.88

11 Sqm 1 68.32 22.50 26.14

DSR-2014,CPWD

Building, Code

No.13.39.1, P-219

1785.94

162282.51




DSR-2014,CPWD

Building, Code

No.4.3.2, P-86

32544.59

Column

77.81 360.00 418.28

8.b Beam

8.c For chajja

8.d Slabs

15001.91

Column

68.32 189.00 219.60

Beam

For chajja

Slabs






Total Cost =



DSR-2014,CPWD

Building, Code

No.13.2.1, P-216

22E.10

Annexure-23

Sl.

No.Particulars Unit Quantity Rate (Rs.) Reference

Ammount

(Rs.)

1

Surface dressing of the ground in any kind of soil

including removing vegetation inequalities not

exceeding 15cm depth and disposal of the

rubbish with a lead upto 75m as directed

Sqm 100 11.00

SOR-2015, PWD,

GoWB, Item No. 1(A)

1, P-1

1100.00

2

Providing ordinary cement concrete (mix 1:2:4)

at the top layer of the road with approved quality


IS code

Cum 12.50 4603.00

SOR-2015, PWD-Govt

of WB, Item No.1 ( c)

5a, P-12

57537.50

58637.50

586.38

RENOVATION OF INTERNAL ROAD

(For 10 M Length)

Sub Total =

Cost per SQM=

23.1

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