Construction of RCC Satging 4.0M x 3.0M x 8.0M Hight in Ward No-22 Nagar Parshad Gogri Jamalpur for the Year-2024-25

General Abstract of Cost

Sl No Particulars Qty. Unit Rate Amount

1 Cost for construction of R.C.C Structure (8mt Height) 1 Each 572962.00 572962.00

2 Cost of 1000lit P.V.C Water Tank @ 6.60lit as per B.C.D sor 1 Each 79000.00 79000.00

SUB Total 651962.00

Carriage cost of material for different ULB @ 5% (LS) 1 Each -32598.10 -32598.10

Cost of extra pipe ,valves (inlet & outlet ) from overheadtank @ 5% (LS) 1 Each -32598.10 -32598.10

JE(NP G0GRI) AE( Begusarai) EE(BUIDCO Begusarai)

Construction of Overhead tank Near Anumandal Ward No-11

sl. no SOR (BCD) Particulars no length (m) width (m) depth (m) qty unit rate Amount

1 1A 2.8.1 Earth work 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 excavated soil as directed, within a lead of 50 m.

2 1B 2.26 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth:consolidating each deposited layer by ramming and watering lead

3 2- 2.28 Supplying and Filling in plinth with local sand and under floors including,watering, ramming consolidating and dressing complete.

In foundation column 4 1.95 1.95 0.1 1.52

in ladder fixing block at GL 1 1 1 0.1 0.10

Under tie beam at G.L 2 3.95 0.25 0.1 0.20

In plinth 1 4 3 0.28 3.36

4 3- 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

In foundation column 4 1.95 1.95 15.21

in ladder fixing block at GL 1 1 1 1.00

Under tie beam at G.L 2 3.95 0.25 1.98

In plinth 1 4 3 12.00

5 3B 5.1.3 Providing and laying in position specified cement concrete excluding the cost of centring,shuttering, finishing All work puto plinth level 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size)

In foundation column 4 1.95 1.95 0.075 1.141

in ladder fixing block at GL 1 1 1 0.4 0.40

Under tie beam at G.L 2 3.95 0.25 0.1 0.20

In plinth 1 4 3 0.1 1.20

6 4A- 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size).

In foundation 4 1.8 1.8 0.3 3.89

In Tie beam at G.L 2 3.95 0.25 0.35 0.69

7 4B 5.9.5 Reinforced cement concrete work in Vertical and Horizontal fins individually or forming box louvers, facias and eaves boards upto floor five level eciuding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement:1.5coarse sand: 3graded stone aggregate 20mm nominal size) Lintels, beams, plinth bams, griders, bressumers and contilevers.

In Foundation 16 1.8 0.3 8.64

In Tie beam at G.L 4 3.95 0.35 5.53

8 5 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand )

9 6A 5.1.2 Providing and laying in position specified cement concrete excluding the cost of centring, shuttering, finishing All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size).

In column up to PL 4 0.3 0.3 0.45 0.16

in band at plinth 2 3.95 0.25 0.075 0.15

10 6B 4.12 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers. 1 107.00 per 50kg cement 52.35 112.00

11 6C 5.9.5 Centring and shuttering including strutting,propping etc. andremoval of form for Lintels, beams, plinth bams, griders, bressumers and contilevers.

In Column up to PL 16 0.3 0.45 2.16

In band at plinth 4 3.95 0.075 1.19

12 7A 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

In band at Lintels 2 1.5 0.25 0.1 0.08

In Column from PL to Roof level 4 0.3 0.3 8 2.88

For pareapet post 8 0.125 0.125 0.85 0.11

13 7B 5.9.5 Centring and shuttering including strutting,propping etc. andremoval of form for Lintels, beams, plinth bams, griders, bressumers and contilevers.

In Column up to Roof level 16 0.3 8 38.40

in beams 4 4 0.2 3.20

In band at lintel 4 1.5 0.1 0.60 sqm

For parapet post 32 0.125 0.85 3.40

14 8A 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).

15 8B 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for.Suspended floors, roots, landings, balcnies and access platform.

16 9 6.1.14A+6.3A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra for Brick work in superstructure above plinth level upto floor V cum.

Extra for brick work in superstructures above plinth upto V floor 2 3.95 0.25 2.7 5.33

Deduction for door -1 0.9 0.25 2.1 -0.47

Deduction For window -1 0.9 0.25 1.2 -0.27

17 10A 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)

18 10B 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for.Suspended floors, roots, landings, balcnies and access platform.

In Roof slab 1 4.5 3 13.50

19 11 5.22.7A Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.Thermo-Mechanically Treated bars TMTC-500-8mm dia.

6mm to 16mm for steel

Total Reinforcement @1.60% of vol. Concrete(kg/cum) 2074.34 kg 76.10 157857.00

20 12A 10.7.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece.

21 12B 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding.

For windows 1 1.2 0.9 1.08

22 13 5.18.3 Providing,precast cement concrete Jali 1:2:4(1 cement:2 coarse sand:4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc.complete excluding plastering of the jambs, sills and soffits.25 mm thick

23 14A 13.24.2 Probiding 6 mm thick, cement plaster.1:4(1 cement: 4 coarse sand)

24 14B 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand)

outside 2 4.5 3 27.00

in column 16 0.3 5 24.00

In beam 4 4 0.2 3.20

Door& Window -1 0.9 2.1 -1.89

25 14C 13.11.4+13.26 Cement plaster in course sand 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) with Neat cement punning

In floors 1 4 3 12.00

Outside 2 4.5 0.45 4.05

26 16 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) 1 164.10 sqm 68.30 11208.00

27 17 13.81.3+13.82.1 Applying priming coat:With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works & With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works New steel work (two or more coats)

28 21 10.3 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete.

Providing M.S ladder 50mmx50mmx6mm

29 22 Providing railing at the top with 25mm GI pipe 1 51 51.00 m 269.20 13729.00

30 23 Providing necessary arrangement for proper fixation of P.V.C Tank for lateral stability against wind pressure force 1 2000.00

31 24 Carriage of the following materials from quarry to work site including loading, unloading and staking at work site as per speciflcation & direction of E/l

Bricks(7km pakka 1km kachha) 1 4935.00 p1000 607.00 2996.00

Coarse sand(82km lead) 1 14.46 cum 1163.02 16817.00

Stone chips (160km) 1 17.13 cum 2531.10 43358.00

Local sand(2km pukka & 1km Kacha) 1 5.93 cum 343.28 2036.00

32 B.C.D. 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank C.P. BRASS FITTINGS. 1 10000.00 lit 7.90 79000.00

33 Carriage Cost of material for different ULB @ 5% (L.S) 1 -32598.10

34 Cost of extrapipe, values (inlet& OutleQ from overead tank@ 5% (L.S) 1 -32598.10

Total Estimated cost of water tank. 586765.80

JE(NP gogri) AE( Begusarai) EE(BUIDCO Begusarai)

BILL OF QUANTITY

Model Estimate for 500 HH Water Scheme

Detailed Estimate for Construction of RCC Satging 4.0M x 3.0M x 8.0M Hight in Ward No-22 Nagar Parshad Gogri Jamalpur for the Year-2024-25

Estimate cost Rs 724191.00

Earnest Money Rs 14500.00

Cost of BOQ Rs 1250.00

Bid proceesing fee Rs As Per Eproc 2

Time of Completion : 03(Three Month)

Construction of Overhead tank

sl. no SOR (BCD) Particulars qty unit rate Amount

1 2.8.1 Earth work in excavation in foundation trenches or drains(notexceeding 1.5 m in width or 10 sqm on plan) including dressing ofsides and ramming of bottoms, lift upto 1.5 m . including getting outthe excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m. 21.86 cum 360.70 7883.00

2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth:consolidating each deposited layer by ramming and watering lead 10.27 m 123.90 1272.00

3 2.28 Supplying and Filling in plinth with local sand and under floors including,watering, ramming consolidating and dressing complete. 5.44 cum 287.30 1563.00

11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 32.75 sqm 283.30 9278.00

5 4.1.3 Providing and laying in position specified cement concrete excluding the cost of centring,shuttering, finishing All work puto plinth level 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) 3.20 cum 3998.10 12794.00

6 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size). 5.45 cum 4688.30 25556.00

7 5.9.5 Reinforced cement concrete work in Vertical and Horizontal fins individually or forming box louvers, facias and eaves boards upto floor five level eciuding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement:1.5coarse sand: 3graded stone aggregate 20mm nominal size) Lintels, beams, plinth bams, griders, bressumers and contilevers. 22.50 sqm 404.70 9106.00

8 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand ) 0.84 cum 4819.90 4056.00

9 5.1.2 Providing and laying in position specified cement concrete excluding the cost of centring, shuttering, finishing -All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size). 0.421 cum 4688.30 1973.00

10 4.12 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers. 2.14 P/M 57.16 122.00

11 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 4.23 sqm 404.70 1712.00

12 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 5.94 cum 5670.00 33659.00

13 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 75.15 sqm 404.70 30413.00

14 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). 0.18 cum 5335.90 968.00

15 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for.Suspended floors, roots, landings, balcnies and access platform. 2.20 sqm 437.50 964.00

16 6.1.14A+6.3A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra for Brick work in superstructure above plinth level upto floor V cum. 8.68 cum 5662.10 49133.00

17 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 4.53 cum 5670.00 25662.00

18 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for.Suspended floors, roots, landings, balcnies and access platform. 33.09 sqm 437.50 14477.00

19 5.22.7A Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.Thermo-Mechanically Treated bars TMTC-500-8mm dia.6mm to 16mm for steel ,Total Reinforcement @1.60% of vol. Concrete(kg/cum) 2074.34 KG 92.60 192084.00

20 10.7.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece. 2.97 cum 3653.00 10849.00

21 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding.@25kg 27.00 KG 144.50 3902.00

22 5.18.3 Providing,precast cement concrete Jali 1:2:4(1 cement:2 coarse sand:4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc.complete excluding plastering of the jambs, sills and soffits.25 mm thick 0.405 sqm 835.80 338.00

23 13.24.2 Probiding 6 mm thick, cement plaster.1:4(1 cement: 4 coarse sand) 29.14 sqm 152.90 4456.00

24 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 135.10 sqm 141.50 19117.00

25 13.11.4+13.26 Cement plaster in course sand 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) with Neat cement punning 22.55 sqm 182.00 4104.00

26 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) 164.10 sqm 81.20 13325.00

27 13.81.3+13.82.1 Applying priming coat:With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works & With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works New steel work (two or more coats) 7.76 sqm 118.10 917.00

28 10.3 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete.

Providing M.S ladder 50mmx50mmx6mm

29 Providing railing at the top with 25mm GI pipe 51.00 m 269.20 13729.00

30 Providing necessary arrangement for proper fixation of P.V.C Tank for lateral stability against wind pressure force LS 2000.00

31 Carriage of the following materials from quarry to work site including loading, unloading and staking at work site as per speciflcation & direction of E/l

Bricks(7km pakka 1km kachha) 4935.00 p1000 1131.45 5584.00

Coarse sand(82km lead) 14.46 cum 2684.70 38821.00

Stone chips (160km) 17.13 cum 2060.60 35298.00

Local sand(2km pukka & 1km Kacha) 5.93 cum 336.17 1993.00

32 B.C.D. 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank C.P. BRASS FITTINGS. 10000.00 Lit 6.60 66000.00

Cost of Estimate of R.C.C. Satging (8.0m Length) Total = 658355.00

Carrige Cost of Material for Different UCB@ 5% (L.S) 32918.00

34 Cost of Extra Pipe Valve (Lift Souctlif) from Over Head Tank@ 5% (L.S) 32918.00