Balance work for Roads, Drainage and Area Development Works at NTPC Township, LARA, Raigarh, Chhattisgarh at the Risk and Cost of previous agency

Grand Total (Part-A+Part-B+part-C+Part-D) 5,34,41,644.86

BILL OF QUANTITIES FORBALANCE WORK FOR ROADS, DRAINAGE AND AREA DEVELOPMENT WORKS AT NTPC TOWNSHIP, LARA, RAIGARH,

Sr.No. Item no. Item Description Unit Rate AMOUNT

offered for Tender

Part-A (Risk & Cost for Package-E)

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

manual means over areas (Exceeding 30 cm in depth, 1.5m in width as

well as 10 Sqm on plan) i/c disposal of excavated earth, lead upto 50m

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

1.1 2.6.1 excavation-mech mean All kind of soils m3 24.728 129.35 3,198.57

2 2.25 Filling available excavated earth m3 3350.95 83.8 2,80,809.61

Providing and laying in position cement concrete of specified grade

3 4.1 excluding the cost of centring and shuttering - All work upto plinth

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

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

Centering and shuttering including strutting, propping etc. and

removal of form work for :

4.1 4.3.1 Centring and shuttering Foundation etc. m2 888.6 166.9 1,48,307.34

Centring and shuttering including strutting, propping etc. and removal

Foundations, footings, bases of columns etc. for mass concrete.

Walls (any thickness) including attached pilasters‚ butteresses plinth

and string courses etc.

Steel reinforcement for RCC work including straightening, cutting,

6 5.22 bending poacing in position and binding all completed upto plinth

6.1 5.22.6 Thermo-Mechanically Treated bars upto plinth kg 1,03,764.35 9.98 10,35,568.18

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

class designation 7.5 in foundation and plinth in:

8.1 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) m3 1882.278 2956.54 55,65,030.20

12mm cement plaster finished with a floating coat of neat cement of

Total part-A 1,70,42,724.03

Digitally signed by

DEVENDRA DEVENDRA SINGH

SINGH RAJPOOT RAJPOOT

NTPC TOWNSHIP WORKS, LARA, RAIGARH

BILL OF QUANTITIES FORBALANCE WORK FOR ROADS, DRAINAGE AND AREA DEVELOPMENT WORKS AT NTPC TOWNSHIP, LARA, RAIGARH,

Sr.No. Item no. Item Description Unit Rate AMOUNT

offered for Tender

Part-B (Risk and Cost for Package-F)

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

10 19.1 stiff 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

11 19.2 sand : 10 graded stone aggregate 40 mm nominal size) all round S.W.

pipes including bed concrete as per standard design.

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

12 19.3 sand : 10 graded stone aggregate 40 mm nominal size) upto haunches

of S.W. pipes including bed concrete as per standard design.

Providing and fixing square-mouth S.W. gully trap class SP-1 complete

with C.I. grating brick masonry chamber with water tight C.I. cover

with frame of 300 x300 mm size (inside) the weight of cover to be not

less than 4.50 kg and frame to be not less than 2.70 kg as per standard

- 100x100mm size P type

13.1 19.4.2 150 x 100 mm size P type

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

designation 7.5

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes

with collars jointed with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand) including testing of joints

etc. complete :

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

: 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand

4 graded stone aggregate 20mm nominal size) foundation concrete

1:4:8 mix (1 cement : 4 coarse sand : 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 nEacht cement

15 19.7 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 nEacht cement complete as per standard design.

- Inside size 90 x 80 cm and 45 cm deep including CI cover with frame

(light duty) 455 x 610mm 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).

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) :

Inside size 90 x 80 cm and 45 cm deep including CI cover with frame

(light duty) 455 x 610mm internal dimensions, total weight of cover

15.1.1 19.7.1.1 and frame to be not less than 38 kg (weight of cover 23 kg and weight each 18 5436.21 97,851.78

of frame 15 kg).With common burnt clay F.P.S. (non modular) bricks

of class designation 7.5

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame

(medium duty) 500 mm internal diam, total weight of cover and frame

to be not less than 116 kg. (weight of cover 58 kg. and weight of frame

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

designation 7.5

Sub-Total DSR CIVIL ITEM of Part-B 7,55,442.41

Digitally signed by

DEVENDRA DEVENDRA SINGH

SINGH RAJPOOT RAJPOOT

NTPC TOWNSHIP WORKS, LARA, RAIGARH

BILL OF QUANTITIES FORBALANCE WORK FOR ROADS, DRAINAGE AND AREA DEVELOPMENT WORKS AT NTPC TOWNSHIP, LARA, RAIGARH,

Sr.No. Item no. Item Description Unit Rate AMOUNT

offered for Tender

Non-DSR - Civil items

Providing, hoisting and fixing precast reinforced cement concrete

perforated drain covers having concrete of strength not less than M-

30 of sizes suitable to site condition and minimum 50 mm thick

(designed for traffic load) including finishing and plastering the

exposed surface with cement mortar 1:3 (1 cement : 3 fine sand) of

thickness not exceeding 6 mm to give a smooth and even surface

including centring and shuttering and providing edge binding with M

S flats of size mimimum 50 mm x 1.6 mm etc. but excluding the cost of

reinforcement including lifting hooks complete as per drawing and

direction of Engineer-in-charge.

Providing Weep holes in the Brick or RCC wall by fixing 75mm dia

UPVC pipe (6 Kg. Pressure) of appropriate length and providing filter

17 NS.D.19.6 with 300X300X100mm 40mm down size stone aggregate with 100mm Nos 8238.19 427.32 35,20,343.35

coarse sand layer all around the aggregate complete as per drawing,

specifications and instructions of Engineer in charge

Sub-Total Non-DSR CIVIL ITEM of Part-B 43,23,205.40

Total (DSR CIVIL ITEM+NON-DSR CIVIL ITEMS) Part-B 50,78,647.81

Digitally signed by

DEVENDRA DEVENDRA SINGH

SINGH RAJPOOT RAJPOOT

NTPC TOWNSHIP WORKS, LARA, RAIGARH

BILL OF QUANTITIES FORBALANCE WORK FOR ROADS, DRAINAGE AND AREA DEVELOPMENT WORKS AT NTPC TOWNSHIP, LARA, RAIGARH,

Sr.No. Item no. Item Description Unit Rate AMOUNT

offered for Tender

Part-C (Risk and Cost for Package-G)

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

manual means in foundation trenches or drains (not exceeding 1.5 m

in width or 10 sqm on plan), including dressing of sides and ramming

of bottoms, lift upto 1.5 m, including getting out the excavated soil

and disposal of surplus excavated soil as directed, within a lead of 50

18.1 2.8.1 Earth Work below 1.5m width m3 557.61 130.8 72,935.39

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.

Providing and laying in position cement concrete of specified grade

19.1 4.1 excluding the cost of centring and shuttering - All work upto plinth -

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

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

Centering and shuttering including strutting, propping etc. and

removal of form work for :

20.1 4.3.1 Centring and shuttering Foundation etc. m2 535.92 166.9 89,445.05

Centring and shuttering including strutting, propping etc. and removal

Foundations, footings, bases of columns etc. for mass concrete.

Walls (any thickness) including attached pilasters‚ butteresses plinth

and string courses etc.

21.3 5.9.3 Suspended floors,roofs,landings,etc m2 26.36 311.2 8,203.23

Steel reinforcement for RCC work including straightening, cutting,

24 5.22 bending poacing in position and binding all completed upto plinth -

24.1 5.22.6 Thermo-Mechanically Treated bars upto plinth kg 2059.77 9.98 20,556.50

Providing and laying in position machine batched and machine mixed

design mix M-25 grade cement concrete for reinforced cement

concrete work, using cement content as per approved design mix,

including pumping of concrete to site of laying but excluding the cost

25 5.33 of centering, shuttering, finishing and reinforcement, including -

admixtures in recommended proportions as per IS: 9103 to

accelerate, retard setting of concrete, improve workability without

impairing strength and durability as per direction of Engineer-in-

25.1 5.33.1 All works upto plinth level m3 28.05 3325.68 93,285.32

12mm cement plaster finished with a floating coat of neat cement of

Preparation and consolidation of sub grade with power road roller of 8

to 12 tonne capacity after excavating earth to an average of 22.5 cm.

27 16.1 depth, dressing to camber and consolidating with road roller including m2 11495.5 61.25 7,04,099.38

making good the undulations etc. and re-rolling the sub grade and

disposal of surplus earth with lead upto 50 ms.

27.1 16.3.1 Supply and stacking: 90mm to 45mm size stone aggregate m3 846.31 1010.75 8,55,407.83

27.2 16.3.2 Supply and stacking: 63mm to 45mm size stone aggregate m3 846.31 1100.8 9,31,618.05

27.3 16.3.3 Supply and stacking: 53mm to 22.4mm size stone aggregate m3 1145.63 1190.8 13,64,216.20

Digitally signed by

DEVENDRA DEVENDRA SINGH

SINGH RAJPOOT RAJPOOT

NTPC TOWNSHIP WORKS, LARA, RAIGARH

BILL OF QUANTITIES FORBALANCE WORK FOR ROADS, DRAINAGE AND AREA DEVELOPMENT WORKS AT NTPC TOWNSHIP, LARA, RAIGARH,

Sr.No. Item no. Item Description Unit Rate AMOUNT

offered for Tender

Laying spreading and compacting stone aggregate sizes to WBM

specifications including spreading in uniform thickness, hand picking,

rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to

proper grade and camber, applying and brooming requisite type of

screening / binding material to fill up interstices of coarse aggregate

watering and compacting to the required density.

Providing and applying tack coat using hot straight run bitumen of

grade VG-10, including heating the bitumen, spraying the bitumen

with mechanically operated spray unit fitted on bitumen boiler,

cleaning and preparing the existing road surface as per specifications.

2.5cm premix carpet surfacing with 2.25 m3 and 1.12 m3 of stone

chippings of 13.2 mm size and 11.2 mm size respectively per 100 m2

and 52 kg. and 56 kg of hot bitumen per m3 of stone chippings of 13.2

mm and 11.2 mm size respectively including a tack coat with hot

straight run bitumen including consolidation with road roller of 6 to 9

tonne capacity etc. complete : (tack coat to be paid for separately).

30.1 16.33.2 with paving Asphalt grade VG-30 with no solvent m2 9300 163.5 15,20,550.00

Providing and laying design mix cement concrete of M-30 grade, in

roads/ taxi tracks/ runways, using cement content as per design mix,

using coarse sand and graded stone aggregate of 40 mm nominal size

in appropriate proportions as per approved & specified design criteria,

providing dowel bars with sleeve/ tie bars wherever required, laying at

site, spreading and compacting, mechanically by using needle and

surface vibrators, levelling to required slope/ camber, finishing with

required texture, including steel form work with sturdy M.S. channel

sections, curing, making provision for contraction/ expansion,

construction & longitudinal joints ( 10 mm wide x 50 mm deep) by

groove cutting machine, providing and filling joints with approved

joint filler and sealants, complete all as per direction of Engineer-in-

charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars

to be paid separately)

Note:- Cement content considered in M-30 is @ 340 kg/m3. Excess/

less cement used as per design mix is payable/ recoverable separately.

31.1 16.43.1 Cement concrete prepared with batch mixing machine. m3 377.34 3644.95 13,75,385.43

Providing and laying 60mm thick factory made cement concrete

interlocking paver block of M -30 grade made by block making

machine with strong vibratory compaction, of approved size, design &

shape, laid in required colour and pattern over and including 50mm

thick compacted bed of coarse sand, filling the joints with fine sand

etc. all complete as per the direction of Engineer-in-charge.

33 16.69 Factory made kerb stone of M-25 grade m3 108.09 5017.76 5,42,369.68

Total Part-C 1,57,74,909.87

Digitally signed by

DEVENDRA DEVENDRA SINGH

SINGH RAJPOOT RAJPOOT

NTPC TOWNSHIP WORKS, LARA, RAIGARH

BILL OF QUANTITIES FORBALANCE WORK FOR ROADS, DRAINAGE AND AREA DEVELOPMENT WORKS AT NTPC TOWNSHIP, LARA, RAIGARH,

Sr.No. Item no. Item Description Unit Rate AMOUNT

offered for Tender

Part-D (Balance work Load )

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

manual means over areas (Exceeding 30 cm in depth, 1.5m in width as

well as 10 Sqm on plan) i/c disposal of excavated earth, lead upto 50m

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

34.1 2.6.1 excavation-mech mean All kind of soils m3 1000.00 129.35 1,29,350.00

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.

Providing and laying in position cement concrete of specified grade

36 4.1 excluding the cost of centring and shuttering - All work upto plinth -

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

Centering and shuttering including strutting, propping etc. and

removal of form work for :

37.1 4.3.1 Centring and shuttering Foundation etc. m2 182.28 166.9 30,422.53

Centring and shuttering including strutting, propping etc. and removal

Foundations, footings, bases of columns etc. for mass concrete.

38.2 5.9.3 Suspended floors,roofs,landings,etc m 61.94 311.2 19,276.97

Steel reinforcement for RCC work including straightening, cutting,

39 5.22 bending poacing in position and binding all completed upto plinth -

39.1 5.22.6 Thermo-Mechanically Treated bars upto plinth kg 86248.68 9.98 8,60,761.83

Providing and laying in position machine batched and machine mixed

design mix M-25 grade cement concrete for reinforced cement

concrete work, using cement content as per approved design mix,

including pumping of concrete to site of laying but excluding the cost

40 5.33 of centering, shuttering, finishing and reinforcement, including -

admixtures in recommended proportions as per IS: 9103 to

accelerate, retard setting of concrete, improve workability without

impairing strength and durability as per direction of Engineer-in-

40.1 5.33.1 All works upto plinth level m3 2817.91 3325.68 93,71,460.28

Preparation and consolidation of sub grade with power road roller of 8

to 12 tonne capacity after excavating earth to an average of 22.5 cm.

41 16.1 depth, dressing to camber and consolidating with road roller including m2 -

making good the undulations etc. and re-rolling the sub grade and

disposal of surplus earth with lead upto 50 ms.

42 16.3 Supplying and stacking at site.

Providing and laying 60mm thick factory made cement concrete

interlocking paver block of M -30 grade made by block making

machine with strong vibratory compaction, of approved size, design &

shape, laid in required colour and pattern over and including 50mm

thick compacted bed of coarse sand, filling the joints with fine sand

etc. all complete as per the direction of Engineer-in-charge.

Providing and fixing square-mouth S.W. gully trap class SP-1 complete

with C.I. grating brick masonry chamber with water tight C.I. cover

with frame of 300 x300 mm size (inside) the weight of cover to be not

less than 4.50 kg and frame to be not less than 2.70 kg as per standard

- 100x100mm size P type

Digitally signed by

DEVENDRA DEVENDRA SINGH

SINGH RAJPOOT RAJPOOT

NTPC TOWNSHIP WORKS, LARA, RAIGARH

BILL OF QUANTITIES FORBALANCE WORK FOR ROADS, DRAINAGE AND AREA DEVELOPMENT WORKS AT NTPC TOWNSHIP, LARA, RAIGARH,

Sr.No. Item no. Item Description Unit Rate AMOUNT

offered for Tender

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

designation 7.5

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes

with collars jointed with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand) including testing of joints

etc. complete :

Sub-Total DSR CIVIL ITEM for Part D 1,53,62,769.23

Non-DSR - Civil items 0 -

Providing, hoisting and fixing precast reinforced cement concrete

perforated drain covers having concrete of strength not less than M-

30 of sizes suitable to site condition and minimum 50 mm thick

(designed for traffic load) including finishing and plastering the

exposed surface with cement mortar 1:3 (1 cement : 3 fine sand) of

thickness not exceeding 6 mm to give a smooth and even surface

including centring and shuttering and providing edge binding with M

S flats of size mimimum 50 mm x 1.6 mm etc. but excluding the cost of

reinforcement including lifting hooks complete as per drawing and

direction of Engineer-in-charge.

Providing Weep holes in the Brick or RCC wall by fixing 75mm dia

UPVC pipe (6 Kg. Pressure) of appropriate length and providing filter

2 NS.D.19.6 with 300X300X100mm 40mm down size stone aggregate with 100mm Nos 249.81 427.32 1,06,748.81

coarse sand layer all around the aggregate complete as per drawing,

specifications and instructions of Engineer in charge

Sub-Total Non-DSR CIVIL ITEM for Part D 1,82,593.92

Total (DSR CIVIL ITEM+NON-DSR CIVIL ITEMS) Part-D 1,55,45,363.15

Grand Total (Part-A+Part-B+part-C+Part-D) 5,34,41,645.00

Grand Total (Part-A+Part-B+part-C+Part-D) 5,34,41,645.00

Digitally signed by

DEVENDRA DEVENDRA SINGH

SINGH RAJPOOT RAJPOOT