Additional work Provision of water supply line and Septic tank and other misc. work for BSF Jabalpur, M.P.

AMOUNT AMOUNT TOTAL AMOUNT

ABSTRACT OF COST

BOQ FOR SEPTIC TANK (BARRACKS)

RATE AMOUNT AMOUNT

Sr. No. DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY

DSR MR DSR NS

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

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

1 2.8 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 CuM 77.51 286.85 22233.74

m, including getting out the excavated soil and disposal of surplus excavated

soil as directed, within a lead of 50m.

2.8.1 All kinds of soil

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

excavation for sockets, and 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 layers not exceeding 20 cm in depth, including consolidating each

deposited layer by ramming, watering, etc. and disposing of surplus excavated

soil as directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. CuM 5.44 255.55 1390.19

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia CuM 48.60 417.35 20283.21

2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm CuM 6.00 651.55 3909.30

Clearing jungle including uprooting of rank vegetation, grass, brush wood,

trees and saplings of girth up to 30 cm measured at a height of 1 m above

ground level and removal of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

Filling available excavated earth (excluding rocks)in trenches, plinth, sides of

4 2.25 foundation etc. in layers not exceeding 20cm in depth, consolidating each CuM 12.43 253.95 3156.60

deposited layer by ramming and watering ,lead up to 50m and lift up to 1.5m

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

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

5 4.2 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

RATE AMOUNT AMOUNT

Sr. No. DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY

DSR MR DSR NS

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size derived from natural sources)

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

placing in position and binding all complete up to plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more kG 1837.63 89.65 164743.53

Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in design

mix is more than 110% of the specified minimum cement content, the

contractor shall have discretion to either re-design the mix or bear the cost of

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum CuM 15.70 7997.30 125557.61

Brickwork with non modular fly ash bricks conforming to IS:12894, class

8 6.34 designation 10 average compressive strength in super structure above plinth

level up to floor v

6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) CuM 10.53 7676.30 80831.44

Half brick masonry with non modular fly ash bricks of class designation10,

conforming to IS : 12894, in super structure above plinth and upto floor V level.

6.45.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) SqM 4.80 994.75 4774.80

10 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix:

RATE AMOUNT AMOUNT

Sr. No. DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY

DSR MR DSR NS

18 mm cement plaster in two coats under layer 12 mm thick cement plaster

11 13.12 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 SqM 47.33 461.85 21859.36

(1 cement : 3 coarse sand) finished rough with sponge.

12 13.1 12 mm cement plaster of mix :

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4

coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse

sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat

cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating

coat of neat cement complete as per standard design

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light

duty) 455x610 mm internal dimensions,total weight of cover and frame to be

not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)

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

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick

14 19.32 honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m

long complete as per standard design.

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

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff

15 19.1 mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand)

including testing of joints etc. complete :

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10

16 19.3 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes

including bed concrete as per standard

RATE AMOUNT AMOUNT

Sr. No. DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY

DSR MR DSR NS

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom

and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside

cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse

sand) finished with a floating coat of neat cement, foundation concrete 1:3:6

mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal

size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a

floating coat of neat cement, all complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade

designation) 560 mm internal diameter con forming to I.S. 12592, total weight

of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

including centering, shuttering all complete. (Excavation, foot rests and 12mm

thick cement plaster at the external surface shall be paid for separately)

19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 3.00 11886.45 35659.35

ABSTRACT OF COST

BOQ FOR SEPTIC TANK (TYPE-III G+3, 24 NO.S)

RATE AMOUNT AMOUNT

S.N DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY

DSR MR DSR NS

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

means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm

1 2.8 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, CUM 77.51 286.85 22233.74

including getting out the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50m.

2.8.1 All kinds of soil

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

for sockets, and 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

layers not exceeding 20 cm in depth, including consolidating each deposited

layer by ramming, watering, etc. and disposing of surplus excavated soil as

directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. CUM 5.44 255.55 1390.19

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia CUM 81.00 417.35 33805.35

2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm CUM 6.00 651.55 3909.30

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees

and saplings of girth up to 30 cm measured at a height of 1 m above ground

level and removal of rubbish up to a distance of 50 m outside the periphery of the

Filling available excavated earth (excluding rocks)in trenches, plinth, sides of

4 2.25 foundation etc. in layers not exceeding 20cm in depth, consolidating each CUM 12.43 253.95 3156.60

deposited layer by ramming and watering ,lead up to 50m and lift up to 1.5m

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

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

5 4.2 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

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size derived from natural sources)

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

placing in position and binding all complete up to plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more KG 1837.63 89.65 164743.53

Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per IS: 9103

to accelerate / retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of laying, curing,

carriage for all leads; but excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge; for the following grades

Note: Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in design mix

is more than 110% of the specified minimum cement content, the contractor shall

have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum CUM 15.70 7997.30 125557.61

Brickwork with non modular fly ash bricks conforming to IS:12894, class

9 6.34 designation 10 average compressive strength in super structure above plinth

level up to floor v

6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) CUM 10.53 7676.30 80831.44

Half brick masonry with non modular fly ash bricks of class designation10,

conforming to IS : 12894, in super structure above plinth and upto floor V level.

6.45.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) SQM 4.80 994.75 4774.80

11 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix:

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5

12 13.12 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 SQM 47.33 461.85 21859.36

cement : 3 coarse sand) finished rough with sponge.

13.1 12 mm cement plaster of mix :

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse

sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-

III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8

mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm

nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :

3 coarse sand) finished with floating coat of neat cement and making channels in

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

mm nominal size) finished with a floating coat of neat cement complete as per

standard design

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)

455x610 mm internal dimensions,total weight of cover and frame to be not less

than 38 kg (weight of cover 23 kg and weight of frame 15 kg)

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

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey

14 19.32 comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long

complete as per standard design.

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

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff

15 19.1 mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand)

including testing of joints etc. complete :

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10

16 19.3 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes

including bed concrete as per standard

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom

and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside

cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1

cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and

making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand :

4 graded stone aggregate 20 mm nominal size) finished with a floating coat of

neat cement, all complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade

designation) 560 mm internal diameter con forming to I.S. 12592, total weight of

cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

including centering, shuttering all complete. (Excavation, foot rests and 12mm

thick cement plaster at the external surface shall be paid for separately)

19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EACH 3.00 11886.45 35659.35

ABSTRACT OF COST

BOQ FOR SEPTIC TANK (SO'S MESS, QTR GUARD, TYPE-IV&V)

RATE AMOUNT AMOUNT

S.N DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY

DSR MR DSR NS

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

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

2.8 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 CUM 96.05 286.85 27551.94

m, including getting out the excavated soil and disposal of surplus excavated

soil as directed, within a lead of 50m.

2.8.1 All kinds of soil

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

excavation for sockets, and 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 layers not exceeding 20 cm in depth, including consolidating each

deposited layer by ramming, watering, etc. and disposing of surplus excavated

soil as directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. CUM 16.32 255.55 4170.58

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia CUM 121.50 417.35 50708.03

2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm CUM 18.00 651.55 11727.90

Clearing jungle including uprooting of rank vegetation, grass, brush wood,

trees and saplings of girth up to 30 cm measured at a height of 1 m above

ground level and removal of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

Filling available excavated earth (excluding rocks)in trenches, plinth, sides of

2.25 foundation etc. in layers not exceeding 20cm in depth, consolidating each CUM 71.36 253.95 18121.87

deposited layer by ramming and watering ,lead up to 50m and lift up to 1.5m

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

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

4.2 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

RATE AMOUNT AMOUNT

S.N DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY

DSR MR DSR NS

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size derived from natural sources)

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

placing in position and binding all complete up to plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more KG 1178.05 89.65 105612.18

Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of centering,

5.33 shuttering, finishing and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in design

mix is more than 110% of the specified minimum cement content, the

contractor shall have discretion to either re-design the mix or bear the cost of

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum CUM 18.23 7997.30 145790.78

Brickwork with non modular fly ash bricks conforming to IS:12894, class

6.34 designation 10 average compressive strength in super structure above plinth

level up to floor v

6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) CUM 17.50 7676.30 134335.25

Half brick masonry with non modular fly ash bricks of class designation10,

conforming to IS : 12894, in super structure above plinth and upto floor V level.

6.45.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) SQM 9.60 994.75 9549.60

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix:

RATE AMOUNT AMOUNT

S.N DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY

DSR MR DSR NS

18 mm cement plaster in two coats under layer 12 mm thick cement plaster

13.12 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 SQM 80.78 461.85 37308.24

(1 cement : 3 coarse sand) finished rough with sponge.

13.1 12 mm cement plaster of mix :

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4

coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse

sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat

cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating

coat of neat cement complete as per standard design

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light

duty) 455x610 mm internal dimensions,total weight of cover and frame to be

not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)

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

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick

19.32 honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m

long complete as per standard design.

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

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff

19.1 mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand)

including testing of joints etc. complete :

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10

19.3 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes

including bed concrete as per standard

RATE AMOUNT AMOUNT

S.N DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY

DSR MR DSR NS

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom

and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside

cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse

sand) finished with a floating coat of neat cement, foundation concrete 1:3:6

mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal

size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a

floating coat of neat cement, all complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade

designation) 560 mm internal diameter con forming to I.S. 12592, total weight

of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

including centering, shuttering all complete. (Excavation, foot rests and 12mm

thick cement plaster at the external surface shall be paid for separately)

19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EACH 9.00 11886.45 106978.05

ABSTRACT OF COST

BOQ FOR WATER SUPPLY WORK

DSR RATE AMOUNT AMOUNT

S.N DESCRIPTION OF ITEM UNIT QUANTITY

2021 DSR MR DSR NS

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

excavation for sockets, and 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 layers not exceeding 20 cm in depth, including consolidating each

deposited layer by ramming, watering, etc. and disposing of surplus excavated

soil as directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. CUM 908.64 255.55 232202.95

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia CUM 3.63 417.35 1514.98

Filling available excavated earth (excluding rocks)in trenches, plinth, sides of

2 2.25 foundation etc. in layers not exceeding 20cm in depth, consolidating each CUM 350.00 253.95 88882.50

deposited layer by ramming and watering ,lead up to 50m and lift up to 1.5m

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees

and saplings of girth up to 30 cm measured at a height of 1 m above ground

level and removal of rubbish up to a distance of 50 m outside the periphery of

the area cleared.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply including all CPVC plain & brass

4 18.9 threaded fittings This includes jointing of pipes & fittings with one step CPVC

solvent cement, trenching, refilling & testing of joints complete as per direction

of Engineer in Charge.

18.9.4 32 mm nominal dia Pipes PER MTR 130.00 435.05 56556.50

18.9.5 40 mm nominal dia Pipes PER MTR 435.00 559.20 243252.00

18.9.7 65 mm nominal dia Pipes PER MTR 1959.00 1576.90 3089147.10

ABSTRACT OF COST

BOQ FOR MISC WORK

Sr.No. DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan), including dressing

of sides and ramming of bottoms, lift upto 1.5 m, including

getting out the excavated soil and disposal of surplus excavated

soil as directed, within a lead of 50m.

2.8.1 All kinds of soil

In front of building type V CUM 50.00 286.85 14342.50

Right side of building SOS Mess & qtr Guard CUM 50.00 286.85 14342.50

In front of building Type IV CUM 50.00 286.85 14342.50

front side of building Barrack CUM 60.00 286.85 17211.00

Filling available excavated earth (excluding rocks)in trenches,

plinth, sides of foundation etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and

watering ,lead up to 50m and lift up to 1.5m

Right and left side of building Type, Barrack, IV & V CUM 200.00 253.95 50790.00

Clearing jungle including uprooting of rank vegetation, grass,

brush wood, trees and saplings of girth up to 30 cm measured

at a height of 1 m above ground level and removal of rubbish up

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

Right side of building SQM 1020.00 14.50 14790.00

DRAIN BACK SIDE OF BUILDING 5 TO 8

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan), including dressing

of sides and ramming of bottoms, lift upto 1.5 m, including

getting out the excavated soil and disposal of surplus excavated

soil as directed, within a lead of 50m.

2.8.1 All kinds of soil CUM 43.96 286.85 12609.93

Sr.No. DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural

5 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size CUM 8.50 6326.05 53771.43

derived from natural sources)

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

of class designation 7.5 in foundation and plinth in:

6.1.2 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement mortar 1:6(1cement:6 Coarse Sand) CUM 10.00 6658.25 66582.50

7 13.1 12 mm cement plaster of mix :

4.17 Making plinth protection 50mm thick of cement concrete

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural

sources : 6 graded stone aggregate 20 mm nominal size

8 4.17 derived from natural sources) over 75mm thick bed of dry brick SQM 147.00 681.65 100202.55

ballast 40 mm nominal size, well rammed and consolidated and

grouted with fine sand, including necessary excavation, levelling

& dressing & finishing the top smooth.

Steel work welded in built up sections/ framed work, including

9 10.25 cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates

and similar works

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade

13.61.1 Two or more coats on new work

ABSTRACT OF COST

BOQ FOR EXTERNAL ELECTRIFICATION WORK

Sr.No. DSR E&M 2018 DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.

Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth

electrode including connection with G.I. thimble excavation and re-filling as required.

3 5.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. PER MTR 181.47 57.00 10344.00

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in

ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

7.1.2 b) Above 35 sq. mm and up to 95 sq. mm PER MTR 200.00 338.00 67600.00

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC

insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as reqd.

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 and refilling etc. as required.

11.3.1 a) Above 4.5 meter and up to 6.5 meter NO.S 35.00 4492.00 157220.00

Supplying and erection of galvanised stay set complete with 19/ 20 mm dia X 1.8 meters long stay rod, anchor plate of

size 45 cm X 45 cm X 7.5 mm thick, thimble, stay clamps, turn buckle ( 20 mm X 600 mm ), 7/ 4.00 mm dia G.I. stay

wire and strain insulator etc. in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm

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

Supplying and fixing light class GI pipe of 80 mm dia. 3 meters length along the pole for protection of UG cable as

Supplying of Rolled steel joist pole as per IS 808:1989 amended up to date of size 175 mm X 85 mm, (19.6 kg/m) of 6

9 MR1 meter length of un-welded construction ( i.e, in one length ), drilling of holes as required complete with two or more NO.S 35.00 19759.95 691598.25

coats of red oxide and two or more coats of aluminium paint as required.

Supplying and erection of GI hooks 'J' type for carrying insulated cables of required size on steel pole fitted with

suitable clamps etc.

Fabrication, supply, installation, testing and commissioning of dust, water and vermine proof outdoor type (IP 54) Bus

Bar box of size 450mm x 450 mm x 300 mm (depth) made of 2 mm Thick CRCA sheet, powder coated paint in RAL

11 MR3 7032 shade, mounted on 40X40X5 angle iron lugs with a min height of 450 mm from the ground, grouted in 1 : 3 : 6 EACH 7.00 16143.75 113006.25

cement concrete foundation, having 200 Amps capacity extensible type TPN tinned aluminium bus bars of high

conductivity, DMC/SMC bus bar supports complete in all respect

Supplying of following size PVC insulated XLPE aerial bunch power cable (ABC) of H2/H4 grade aluminium

12 MR4 solid/stranded conductor conforming to IS-14255-1995, alu. alloy insulated messenger 1100 volts grade cable.

(Helix/Paramount)

(a) 3 Core x 35 sq. mm + 35 sq. mm insulated + 16 sq.mm PER MTR 350.00 452.03 158210.50

(b) 3 Core x 50 sq. mm + 50 sq. mm insulated + 16 sq.mm PER MTR 600.00 568.26 340956.00

(c) 3 Core x 70 sq. mm + 70 sq. mm insulated + 16 sq.mm PER MTR 800.00 710.33 568264.00

Supply of following sizes (cross linked polyethylene) XLPE insulated PVC sheathed armoured aluminium conductor

cable suitable for rated voltage of 1.1 KV confirming to IS:7098 (Part-1) and having ISI Marking.

Erection of PVC insulated ABC cable with GI support wire on 6 Mtr height steel pole including binding etc. as

15 MR7 Supplying and erection of 'Dead end' on steel pole with accessories etc. complete as required EACH 80.00 290.59 23247.20

16 MR8 Supplying and erection of 'Suspension' on steel pole with accessories etc. complete as required EACH 50.00 238.93 11946.50

Supplying and erection of 'earthing coil of 2" dia of 8 SWG GI wire on steel pole with accessories etc. complete as

Supplying, installation, testing & commissioning of cubical type outdoor (IP-54) L T feeder pillar front surface area not

less than 1.50 sq.mtr (excluding slanting roof) & depth not less than 500 mm, suitable for 415V, 3 phase, 4 wire, 50

Hz AC supply system fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick for frame work

and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in

approved shade having 500 Amps capacity extensible type TPN tinned copper bus bars of high conductivity,

DMC/SMC bus bar supports with short circuit withstanding capacity of 31 MVA for 1 second, bottom base channel of

MS section not less than 100 mm x 50 mm x 5 mm thick, entire panels shall have a common copper earth bar of sie

25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required

size of copper bus bars and control wiring with suitable sq.mm. PVC insulated copper conductor single core cable,

cable alleys, cable gland plates in 2 half i/c providing & fixing following switch gears and accessories. (For Main

Feeder Pillar No.1 near 120 men barrack)

Sr.No. DSR E&M 2018 DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

a) 400 Amp, 4 pole 36 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handle and spreader

b) 500 amp 4 strip Al bus bar - 1 set

c) Digital Multi function meter of accuracy class 1.0 with suitable CT's of class 1 accuracy & 15 VA burden and selector

d) Phase indicating LED lamps with toggle switch's control and MCB's protection for all the three phase -1 set

a) 250 Amp, 4 pole 36 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handles and

spreader links= 5 Nos. (For SFP1, SFP2, 120 men bk, MT, spare-1)

b) 300 Amp, 4 pole 36KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handle and spreader

c) 100 Amp, 4 pole 36KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handle and spreader

d) Danger notice plate - 2 Nos.

Supplying, installation, testing & commissioning of cubical type outdoor (IP-54) L T feeder pillar front surface area not

less than 1.30 sq.mtr (excluding slanting roof).& depth not less than 500 mm, suitable for 415 V, 3 phase, 4 wire, 50

Hz AC supply system fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick for frame work

and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in

approved shade having 300 Amps capacity extensible type TPN tinned copper bus bars of high conductivity,

DMC/SMC bus bar supports with short circuit withstand capacity of 31 MVA for 1 second, bottom base channel of MS

section not less than 100 mm x 50 mm x 5 mm thick, entire panels shall have a common copper earth bar of size 25

mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size

of copper bus bars and control wiring with suitable sq.mm. PVC insulated copper conductor single core cable, cable

alleys, cable gland plates in 2 half i/c providing & fixing following switch gears and accessories. (For Sub Feeder Pillar

No.2 near SOs' Mess )

a) 250 Amp, 4 pole 36 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handles and spreader

b) 400 amp 4 strip Al bus bar-1 set

c) Digital Multi function meter of accuracy class 1.0 with suitable CT's of class 1 accuracy & 15 VA burden and selector

d) Phase indicating LED lamps with toggle switch's control and MCB's protection for all the three phase -1 set

a) 200 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handles and spreader

links - 1 No (Adm)

b) 160 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handles and spreader

links - 4 Nos (QG, Stores)

c) 63 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handles and spreader

links= 2 Nos. (Bore well)

d) Danger notice plate - 2 Nos.

Supplying, installation, testing & commissioning of cubical type outdoor (IP-54) L T feeder pillar front surface area not

less than 1.30 sq.mtr(excluding slanting roof).& depth not less than 500 mm, suitable for 415 V, 3 phase, 4 wire, 50

Hz AC supply system fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick for frame work

and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank process for powder coating in

approved shade having 400 Amps capacity extensible type TPN tinned copper bus bars of high conductivity,

DMC/SMC bus bar supports with short circuit withstand capacity of 31 MVA for 1 second, bottom base channel of MS

section not less than 100 mm x 50 mm x 5 mm thick, entire panels shall have a common copper earth bar of size 25

mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size

of copper bus bars and control wiring with suitable sq.mm. PVC insulated copper conductor single core cable, cable

alleys, cable gland plates in 2 half i/c providing & fixing following switch gears and accessories. (For Sub Feeder Pillar

No.3 near Type III Block 2)

a) 250 Amp, 4 pole 36 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handles and spreader

b) 400 amp 4 strip Al bus bar-1 set

c) Digital Multi function meter of accuracy class 1.0 with suitable CT's of class 1 accuracy & 15 VA burden and selector

d) Phase indicating LED lamps with toggle switch's control and MCB's protection for all the three phase -1 set

a) 150 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handles and spreader

links - 4 Nos (For T-II: Block 9/10/11/12)

b) 100 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handles and spreader

c) 63 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with rotary handles and spreader

d) Danger notice plate - 2 Nos.

Sr.No. DSR E&M 2018 DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

Supplying, Installing, testing and commissioning of front and back opening, double door outdoor feeder pillar of

suitable front area and depth, fabricated out of M.S. sheet of thickness not less than 3.15 mm having inside door with

cut out for operating accessories mounted after opening front & slanting top suitable over hang on all sides, ventilator

louvers with wire mesh, earthing stud, base mounting angle iron of 35x35x5 mm and leg of 35x35x5 mm of suitable

21 MR.13 size & concrete / brick work foundation, cable entry knock out, locking arrangement, rubber gasket, suitable for EACH 1.00 83947.50 83947.50

providing & fixing the following switch gears & accessories, including connections, interconnection etc. as reqd.

(Inspection box near SOs' Mess)

a) 500 amp 4 strip Al bus bar-1 set

b) Phase indicating LED lamps with toggle switch's control and MCB's protection for all the three phase -1 set

ABSTRACT OF COST

BOQ FOR WATER SUPPLY WORK FOR TYPE II QTRS

DSR RATE AMOUNT

S.N DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT NS

2021/MR DSR MR DSR

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

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

1 2.8 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 CuM 108.93 286.85 31246.57

m, including getting out the excavated soil and disposal of surplus excavated

soil as directed, within a lead of 50m.

2.8.1 All kinds of soil

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

excavation for sockets, and 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 layers not exceeding 20 cm in depth, including consolidating each

deposited layer by ramming, watering, etc. and disposing of surplus excavated

soil as directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. CuM 364.32 255.55 93101.98

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia CuM 364.32 417.35 152048.95

Filling available excavated earth (excluding rocks)in trenches, plinth, sides of

3 2.25 foundation etc. in layers not exceeding 20cm in depth, consolidating each CuM 217.00 253.95 55107.15

deposited layer by ramming and watering ,lead up to 50m and lift up to 1.5m

Clearing jungle including uprooting of rank vegetation, grass, brush wood,

trees and saplings of girth up to 30 cm measured at a height of 1 m above

ground level and removal of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

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

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

5 4.2 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

DSR RATE AMOUNT

S.N DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT NS

2021/MR DSR MR DSR

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size derived from natural sources)

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete SqM 12.68 307.95 3904.81

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

string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform SqM 53.50 766.55 41010.43

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

placing in position and binding all complete up to plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more kG 2569.73 89.65 230376.29

Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of centering,

8 5.33 shuttering, finishing and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in design

mix is more than 110% of the specified minimum cement content, the

contractor shall have discretion to either re-design the mix or bear the cost of

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum CuM 46.28 7997.30 370115.04

9 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix:

18 mm cement plaster in two coats under layer 12 mm thick cement plaster

10 13.12 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 SqM 68.40 461.85 31590.54

(1 cement : 3 coarse sand) finished rough with sponge.

DSR RATE AMOUNT

S.N DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT NS

2021/MR DSR MR DSR

13.1 12 mm cement plaster of mix :

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply including all CPVC plain & brass

12 18.9 threaded fittings This includes jointing of pipes & fittings with one step CPVC

solvent cement, trenching, refilling & testing of joints complete as per direction

of Engineer in Charge.

18.9.4 32 mm nominal dia Pipes metre 30.00 435.05 13051.50

18.9.5 40 mm nominal dia Pipes metre 82.00 559.20 45854.40

18.9.7 65 mm nominal dia Pipes metre 420.20 1576.90 662613.38

13 18.17 providing and fixing gate valve

14 MR Providing and supplying and installation of 5 HP Pump 3 Phase each 2.00 42361.00 0.00 84722.00

ABSTRACT OF COST

BOQ FOR BOREWELL WORK FOR TYPE II QTRS

S.N DSR 2021/MR DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable

method prescribed in IS: 2800 (part I), including collecting samples from

different strata, preparing and submitting strata chart/ bore log, including hire &

running charges of all equipments, tools, plants & machineries required for the

job, all complete as per direction of Engineer-in-charge, upto 90 metre depth

below ground level.

23.1.1 All kinds of soil

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable

method prescribed in IS: 2800 (part I), including collecting samples from

different strata, preparing and submitting strata chart/ bore log, including hire &

2 23.2 running charges of all equipments, tools, plants & machineries required for the

job, all complete as per direction of Engineer-in-charge, beyond 90 metre &

upto 150 metre depth

below ground level.

23.2.1 All kinds of soil

Supplying, assembling, lowering and fixing in vertical position in bore well

unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to

IS: 12818, including hire & labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of Engineer-in-charge.

23.4.3 200 mm nominal size dia metre 300.00 1099.25 329775.00

Gravel packing in tubewell construction in accordance with IS: 4097,including

4 23.8 providing gravel fine/ medium/ coarse, in required grading & sizes as per CuM 60.00 1479.25 88755.00

actual requirement, all complete as per direction of Engineer-in-charge.

Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to

establish maximum rate of usable water yield without sand content (beyond

permissible limit), with required capacity air compressor, running the

compressor for required time till well is fully developed, measuring yield of well

5 23.12 by "V" notch method or any other approved method, measuring static level & hour 200.00 916.80 183360.00

draw down etc. by step draw down method, collecting water samples & getting

tested in approved laboratory, i/c disinfection of tubewell, all complete,

including hire & labour charges of air compressor, tools & accessories etc., all

as per requirement and direction of Engineer-in-charge.

S.N DSR 2021/MR DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

Providing and fixing suitable size threaded mild steel cap or spot welded plate

to the top of bore well housing/ casing pipe, removable as per requirement, all

complete for borewell of:

Providing and fixing M.S. clamp of required dia to the top of casing/housing

7 23.14 pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of

required size complete.

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe

assembly of tubewell as per IS:2800 (part I).

9 MR Supply, installation and testing of 3 H Pump in Borewell each 2.00 43782.00 87564.00

ABSTRACT OF COST

BOQ FOR MISC. WORK FOR TYPE II QTRS

S.N DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50m.

2.8.1 All kinds of soil

In front of building type 2 ( 1to 4) cum 748.80 286.85 214793.28

left side of building type 2 cum 585.20 286.85 167864.62

Right side of building type 2 cum 612.00 286.85 175552.20

in front of building 5 to 8 type 2 cum 998.40 286.85 286391.04

back side of building 5 to 8 cum 367.00 286.85 105273.95

front side of building type 3 cum 315.00 286.85 90357.75

Filling available excavated earth (excluding rocks)in trenches,

plinth, sides of foundation etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and

watering ,lead up to 50m and lift up to 1.5m

Right and left side of building 5&8 cum 291.20 253.95 73950.24

Clearing jungle including uprooting of rank vegetation, grass,

brush wood, trees and saplings of girth up to 30 cm measured

3 2.31 at a height of 1 m above ground level and removal of rubbish

up to a distance of 50 m outside the periphery of the area

Right side of building sqm 1020.00 14.50 14790.00

DRAIN BACK SIDE OF BUILDING 5 TO 8

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50m.

2.8.1 All kinds of soil cum 43.96 286.85 12609.93

S.N DSR 2021 DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural

5 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size cum 6.51 6326.05 41182.59

derived from natural sources)

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

of class designation 7.5 in foundation and plinth in:

6.1.2 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement mortar 1:6(1cement:6 Coarse Sand) CUM 21.52 6658.25 143285.54

7 13.1 12 mm cement plaster of mix :

4.17 Making plinth protection 50mm thick of cement concrete

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural

sources : 6 graded stone aggregate 20 mm nominal size

8 4.17 derived from natural sources) over 75mm thick bed of dry brick SQM 156.30 681.65 106541.90

ballast 40 mm nominal size, well rammed and consolidated and

grouted with fine sand, including necessary excavation,

levelling & dressing & finishing the top smooth.

Steel work welded in built up sections/ framed work, including

9 10.25 hoisting, fixing in position and applying a priming coat of

primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates

and similar works

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade

13.61.1 Two or more coats on new work sqm 149.80 131.45 19691.21

ABSTRACT OF COST

BOQ FOR ELECTRICAL WORK FOR TYPE II QTRS

S.N DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

2018/MR DSR MR

MV Cable laying:

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along

with existing surface / recessed conduit / sub main wiring / cable as required.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV

2 7.1 grade of following size direct in ground including excavation, sand cushioning, protective

covering and refilling the trench etc as required.

7.1.2 Above 35 sq. mm and upto 95 sq. mm Mtrs. 450.00 338.00 152100.00

7.1.3 Above 95 sq. mm and upto 185 sq. mm Mtrs. 500.00 352.00 176000.00

Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable

of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal

formation including excavation, sand cushioning, protective covering and refilling the

trench etc as required.

7.2.2 Above 35 sq. mm and upto 95 sq. mm Mtrs. 30.00 236.00 7080.00

7.2.3 Above 95 sq. mm and upto 185 sq. mm Mtrs. 30.00 251.00 7530.00

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV

grade of following size in the existing RCC/ HUME/ METAL/HDPE pipe as reqd.

7.5.2 a) Above 35 sq. mm and up to 95 sq. mm Mtrs. 10.00 47.00 470.00

7.5.3 b) Above 95 sq. mm and up to 185 sq. mm Mtrs. 10.00 64.00 640.00

Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with

5 7.100 inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long Each 10.00 383.00 3830.00

and fixing the same in ground as required.

Supplying and making end termination with brass compression gland and aluminium lugs

6 9.1 for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable

of 1.1 KV grade as reqd.

Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete

7 14.15 with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including

excavation and refilling the trench but excluding sand cushioning and protective covering

etc., complete as required

14.15.4 c) 160 mm dia (OD-160mm & ID-135 mm nominal Mtrs. 10.00 358.00 3580.00

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

8 5.2 providing masonry enclosure with cover plate having locking arrangement and watering Each 2.00 5308.00 10616.00

pipe etc. with charcoal/ coke and salt as required.

S.N DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

2018/MR DSR MR

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories,

9 5.4 and providing masonry enclosure with cover plate having locking arrangement and Each 4.00 6216.00 24864.00

watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode

10 5.11 including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as Mtrs. 10.00 483.00 4830.00

Providing and laying in position reinforced cement concrete 1:2:4 (1 cement : 2 coarse

11 14.1 sand : 4 graded stone aggregate 20 mm nominal size) in foundation of pump, DG set, Cu. Mtrs. 1.00 8029.00 8029.00

transformer etc including form work etc as required.

Supplying, installation, testing & commissioning of cubical type outdoor (IP-54) L T feeder

pillar front surface area not less than 1.30 sq.mtr(excluding slanting roof).& depth not

less than 500 mm, suitable for 415 V, 3 phase, 4 wire, 50 Hz AC supply system

fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick for frame

work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank

process for powder coating in approved shade having 400 Amps capacity extensible

type TPN tinned aluminium bus bars of high conductivity, DMC/SMC bus bar supports

with short circuit withstand capacity of 31 MVA for 1 second, bottom base channel of MS

section not less than 100 mm x 50 mm x 5 mm thick, entire panels shall have a common

aluminium earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid

connections from main bus bar to switch gears with required size of aluminium bus bars

and control wiring with suitable sq.mm. PVC insulated aluminium conductor single core

cable, cable alleys, cable gland plates in 2 half i/c providing & fixing following switch gears

and accessories. (For Sub Feeder Pillar No.1 near Type -V Qtrs )

12 MR.1 a) 250 Amp, 4 pole 36 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with Each 1.00 0.00 238927.50 238927.50

rotary handles and spreader links= 1 No.

b) 400 amp 4 strip Al bus bar - 1 set

c) Digital Multi function meter of accuracy class 1.0 with suitable CT's of class 1 accuracy

& 15 VA burden and selector switch - 1Set

d) Phase indicating LED lamps with toggle switch's control and MCB's protection for all

the three phase -1 set

a) 200 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links - 1 No (Gos')

b) 150 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links - 2 Nos

c) 100 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links - 2 Nos (T-V, T-IV)

d) 63 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links= 2 Nos. (St.light-1, spare-1)

e) Danger notice plate - 2 Nos.

S.N DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

2018/MR DSR MR

Supplying, installation, testing & commissioning of cubical type outdoor (IP-54) L T feeder

pillar front surface area not less than 1.50 sq.mtr (excluding slanting roof).& depth not

less than 500 mm, suitable for 415 V, 3 phase, 4 wire, 50 Hz AC supply system

fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick for frame

work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank

process for powder coating in approved shade having 500 Amps capacity extensible

type TPN tinned aluminium bus bars of high conductivity, DMC/SMC bus bar supports

with short circuit withstanding capacity of 31 MVA for 1 second, bottom base channel of

MS section not less than 100 mm x 50 mm x 5 mm thick, entire panels shall have a

common aluminium earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud,

solid connections from main bus bar to switch gears with required size of aluminium bus

bars and control wiring with suitable sq.mm. PVC insulated aluminium conductor single

core cable, cable alleys, cable gland plates in 2 half i/c providing & fixing following switch

gears and accessories. (For Main Feeder Pillar No.1 near Type -II Block 1)

a) 400 Amp, 4 pole 36 KA (Ics=100% Icu) Variable thermo magnetic release MCCB

with rotary handles and spreader links= 1 No

b) 500 amp 4 strip Al bus bar-1 set

c) Digital Multi function meter of accuracy class 1.0 with suitable CT's of class 1 accuracy

& 15 VA burden and selector switch - 1Set

d) Phase indicating LED lamps with toggle switch's control and MCB's protection for all

the three phase -1 set

a) 300 Amp, 4 pole 36 KA (Ics=100% Icu) Variable thermo magnetic release MCCB

with rotary handles and spreader links= 1 No (For SFP1)

a) 250 Amp, 4 pole 36 KA (Ics=100% Icu) Variable thermo magnetic release MCCB

with rotary handles and spreader links= 4 Nos. (SFP2, SFP3 )

b) 100 Amp, 4 pole 36KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links- 2 Nos

c) Danger notice plate - 2 Nos.

S.N DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

2018/MR DSR MR

Supplying, installation, testing & commissioning of cubical type outdoor (IP-54) L T feeder

pillar front surface area not less than 1.50 sq.mtr (excluding slanting roof).& depth not

less than 500 mm, suitable for 415 V, 3 phase, 4 wire, 50 Hz AC supply system

fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick for frame

work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank

process for powder coating in approved shade having 400 Amps capacity extensible

type TPN tinned aluminium bus bars of high conductivity, DMC/SMC bus bar supports

with short circuit withstand capacity of 31 MVA for 1 second, bottom base channel of MS

section not less than 100 mm x 50 mm x 5 mm thick, entire panels shall have a common

aluminium earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid

connections from main bus bar to switch gears with required size of aluminium bus bars

and control wiring with suitable sq.mm. PVC insulated aluminium conductor single core

cable, cable alleys, cable gland plates in 2 half i/c providing & fixing following switch gears

14 MR.3 and accessories. (For Sub Feeder Pillar No.1 near Type II Block 2/3) Each 1.00 277026.75 277026.75

a) 250 Amp, 4 pole 36 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links= 1 No.

b) 400 amp 4 strip Al bus bar-1 set

c) Digital Multi function meter of accuracy class 1.0 with suitable CT's of class 1 accuracy

& 15 VA burden and selector switch - 1Set

d) Phase indicating LED lamps with toggle switch's control and MCB's protection for all

the three phase -1 set

a) 150 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links - 8 Nos(For T-II: Block 1/2/3/4/5/6/7/8)

b) 100 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links- 1 No

c) Danger notice plate - 2 Nos.

Supplying, installation, testing & commissioning of cubical type outdoor (IP-54) L T feeder

pillar front surface area not less than 1.30 sq.mtr(excluding slanting roof).& depth not

less than 500 mm, suitable for 415 V, 3 phase, 4 wire, 50 Hz AC supply system

fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick for frame

work and covers, 3 mm thick for gland plates i/c cleaning & finishing complete with 7 tank

process for powder coating in approved shade having 400 Amps capacity extensible

type TPN tinned aluminium bus bars of high conductivity, DMC/SMC bus bar supports

with short circuit withstand capacity of 31 MVA for 1 second, bottom base channel of MS

section not less than 100 mm x 50 mm x 5 mm thick, entire panels shall have a common

aluminium earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid

connections from main bus bar to switch gears with required size of aluminium bus bars

and control wiring with suitable sq.mm. PVC insulated aluminium conductor single core

cable, cable alleys, cable gland plates in 2 half i/c providing & fixing following switch gears

and accessories. (For Sub Feeder Pillar No. 2 near Type II Block 10/11)

S.N DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT DSR AMOUNT NS

a) 250 Amp, 4 pole 36 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links= 1 No.

b) 400 amp 4 strip Al bus bar-1 set

c) Digital Multi function meter of accuracy class 1.0 with suitable CT's of class 1 accuracy

& 15 VA burden and selector switch - 1Set

d) Phase indicating LED lamps with toggle switch's control and MCB's protection for all

the three phase -1 set

a) 150 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links - 4 Nos (For T-II: Block 9/10/11/12)

b) 100 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links= 2 Nos.

c) 63 Amp, 4 pole 25 KA (Ics=100% Icu) Variable thermo magnetic release MCCB with

rotary handles and spreader links= 1 Nos.

d) Danger notice plate - 2 Nos.

Supply of following sizes (cross linked polyethylene) XLPE insulated PVC sheathed

armoured with galvanized round/ steel strip UG cable with aluminium conductor suitable

for rated voltage of 1100 volt as per IS 1554 (Part 1 ) & IS:7098 (Part-1) and having ISI