CONSTRUCTION OF OVER HEAD WATER TANK AND WATER DISTRIBUTION SYSTEM IN MANDAL KARA MADHEPURA.

BILL OF QUANTITY.

CONSTRUCTION OF OVER HEAD WATER TANK AND WATER DISTRIBUTION SYSTEM IN MANDAL KARA MADHEPURA.

SUB - ESTMATE - 1 R.C.C. 8 METER HT OVER HEAD TANK

SL.NO. SOR(BCD--2022) ITEMS QTY. UNIT RATE AMOUNT

Nos LENGTH WIDTH HIGHT TOTAL

1 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. All Kinds of soil 354.66 M3 360.70 127926.00 22.27 267.59 64.80 354.66 8032 96521 23373

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 315.68 M3 123.90 39113.00 11.13 240.83 63.72 315.68 1379 29839 7895

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 48.83 M3 287.30 14030.00 5.43 43.40 48.83 1560 12470

4 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, 32.74 M3 283.30 9275.00 9275

5 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 3.19 M3 3998.10 12754.00 12754

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) 5.87 M3 4688.30 27520.00 27520

7 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) 11.111 M3 5670.00 62999.00 62999

8 5.3 + 5.33B.4 B.C.D 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).Add or deduct for providing richer or leaner mixes respectively at all floor levels Providing M-15grade R.C.C instead of M-20 grade R.C.C. 0.181 M3 5719.80 1035.00 1035

9 5.22.7 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500 0

10 6.1.14A B.C.D Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:6 (1 cement: 6 coarse sand ) 0.842 M3 4819.90 4058.00 4058

11 6.1.14/1 + 6.3A B.C.D Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) Extra for Brick work in superstructure above plinth level upto floor V cum 8.678 M3 5662.10 49136.00 49136

12 13.24.2 B.C.D 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) 29.51 M2 125.60 3706.00 3706

13 13.11.4 B.C.D Cement plaster in course sand 12 mm cement plaster of mix:1:6(1 cement :6 coarse sand) 135.70 M2 141.50 19202.00 19202

14 13.11.4 + 13.26 B.C.D Cement plaster in course sand 12 mm cement plaster of mix:1:6(1 cement :6 coarse sand) WITH Neat cement punning 22.55 M2 182.00 4104.00 4104

15 10.5.1 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. 2.97 M2 3653.00 10849.00 10849

16 9.48.1 B.C.D 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 27.00 Kg 144.50 3902.00 3902

17 5.9.5 B.C.D Centring and shuttering including strutting, propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers. 101.88 M2 404.70 41231.00 41231

18 5.9.3 B.C.D Centring and shuttering including strutting, propping etc. and removal of form for.Weather shade,Chajjas, corbels etc. including edges 88.72 M2 437.50 38815.00 38815

19 13.79.1 + 13.78.2 B.C.D 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). Applying one coat of Distemper primer of approved brand and manufacture on wall surface 163.83 M2 119.90 19643.00 19643

20 13.82.1 B.C.D Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 7.76 M2 83.50 648.00 648

21 10.20 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. 159.82 M2 95.40 15247.00 15247

22 18.10.3 B.C.D Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 34.00 M 399.90 13597.00 13597

23 18.48 B.C.D. 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. 10000.00 LITER 9.70 97000.00 97000

24 18.17.5 B.C.D. Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore 2.00 EACH 1490.70 2981.00 2981

25 18.9.7 B.C.D. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass 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.62.50 mm nominal inner dia Pipes 18.00 M 1476.00 26568.00 26568

26 18.13.2 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore 2.00 EACH 1090.40 2181.00 2181

WATER SUPPLY DISTRIBUTION SUB - ESTIMATE -2 0

27 18.6 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, UVstabilized&anti-microbial fusionwelded, having thermal stability for hot&cold water supply, including all PPR plain&brass threadedpolypropylene randomfittings, including trenching, refilling&testingof joints completeasper directionof Engineer in Charge 0

28 Providing and fixing PPR Unions 0

29 18.31.1.2 B.C.D Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 100 mm diameter Class II 0

100 mm diameter Class II 1 EACH 4269.20 4269.00 4269

30 18.59.2 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) : 0

31 18.35 B.C.D Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 100A 1 EACH 18802.60 18803.00 18803

32 18.36 B.C.D Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants,with C.I. surface box 350x350 mm top and 165 mm deep ( inside)with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100A 1 EACH 7401.00 7401.00 7401

33 15.24 B.C.D Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead. 36.17 M3 535.60 19372.00 19372

34 11.73 B.C.D Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 289.35 M2 444.80 128703.00 128703

35 15.2.1 B.C.D Demolishing cement concrete including disposal of material within 50 metre lead: 1:3:6 or richer mix 43.40 M3 970.90 42139.00 42139

36 4.5.2 B.C.D Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 43.40 M3 4918.50 213475.00 213475

HOUSE TO HOUSE SERVICE CONNECTION SUB - ESTIMATE - 3

37 18.6.2 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of

38 18.7.1 B.C.D Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 0

15 mm nominal outer dia Pipes 45 M 172.00 7740.00 7740

39 8.20.1 B.C.D Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main 0

15 mm nominal bore 45 EACH 301.60 13572.00 13572

40 8.15.1 B.C.D Providing and fixing brass bib cock of approved quality : 0

15 mm nominal bore 45 EACH 280.90 12641.00 12641

41 18.6A.1 Providing and fixing PPR Unions. PPR Union 20mm 45 EACH 192.30 8654.00 8654

150 MM X 100 MM DIA & 90M DEEP HIGH YIELD TUBE WELL. SUB - ESTIMATE - 4 118506

42 24.1 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.300 mm dia

43 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer incharge. 0

44 24.4 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. 0

45 24.13 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: 0

24.14.2 150 mm dia M.S clamp 1.6 M long (one Pair) 1.00 Each 1513.40 1513.00 1513

24.15.2 150 mm dia & 6mm thick M.S well shoe plug 1.00 Each 281.80 282.00 282

46 4a/24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 4.00 m3 1343.20 5373.00 5373

47 24.12 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 20 H 916.80 18336.00 18336

48 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass 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. 0

49 18.9.4 32 mm nominal outer dia Pipes metre 359.10 50.00 M 359.10 17955.00 17955

50 N.S Supplying and fitting fixing 2 HP water pump of approved brand and manufacture complete in all respect 1.00 Each 19047.00 19047.00 19047

51 CARRIAGE OF MATERIAL Total 0

52 EXTRA COST OF MATERIAL. 0 0 0

Total Cost of Non- Scheduled Item 19047.00

Total Cost of Scheduled Item 3097065.00

Correction Factor in SOR Item 0.982 3041318.00

Sub Total 3223380.00

B.C.D Madhepura.

BUILDING CONSTRUCTION DEPARTMENT

NAME OF WORK :- Construction of Over Head Water Tank and Water Distribution System in Mandal Kara Madhepura

ESTIMATED COST:- 32,19,600.00

CIRCLE :- BUILDING CIRCLE SAHARSA.

DIVISION :- BUILDING DIVISION MADHEPURA.

Name of Work :- Construction of Over Head Water Tank and Water Distribution System Mandal Kara Madhepura.

*This Estimate Amounting Rs.- 32,19,600.00 For Construction of Over Head Water Tank and Water Distribution System Mandal Kara Madhepura.Has Been Framed on Behalf of Jail Supritendent Mandal Kara Madhepura.Vide Letter No-2786/Jio Dated-29.09.2024, Vide Letter No-2729 Dated-22.08.2026 And D.M Madhepura Vide Letter No-528/बि० Dated-02.09.2026 .

*Source:- Ground water has been taken as Source of water Supply,Typesize, Depth of tube well, may be variable as per site condition.

* Detail of Provisition Made this Estimate

(i) 150 mmX150mmX90mm Deep High yielding Tube well.

(ii) Water supply Distribution System.

(iii) House Hold Connection System.

(iv) 8.0 M R.C.C Frame Structure With 10000 Ltr PVC Tank.

(v) Add (+) G.S.T 5.36%w.r.t Letter No-5751(Bh.) and Dated-18.07.2023 of Engineer In Chief B.C.D Patna (Bihar).

(vi) This Estimate Based on New SOR which is effective from 01.01.2022 of Building Con’s Department.

Junior Engineer. Assistant Engineer ExecutiveEngineer

B.C.D Sub-Division-1 B.C.D Sub-Division-1 B.C.D Madhepura.

SUB - ESTMATE - 1 R.C.C. 8 METER HT OVER HEAD TANK

SL.NO. SOR(BCD--2022) ITEMS QTY. UNIT RATE AMOUNT

Nos LENGTH WIDTH HIGHT TOTAL

1 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. All Kinds of soil 22.27 M3 360.70 8032.00

FOUNDATION OF COLUMN

STAIR FOUNDATION

FRONT STAIR FOUNDATION

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 11.13 M3 123.90 1379.00

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 5.43 M3 287.30 1560.00

FOUNDATION OF COLUMN

STAIR FOUNDATION

FRONT STAIR FOUNDATION

4 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, 32.74 M3 283.30 9275.00

FOUNDATION OF COLUMN

STAIR FOUNDATION

FRONT STAIR FOUNDATION

5 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

FOUNDATION OF COLUMN

TIE BEAM AT GROUND LEVEL

STAIR FOUNDATION

FRONT STAIR FOUNDATION

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) 5.87 M3 4688.30 27520.00

FOUNDATION OF COLUMN

COLUMN UP TO PLINTH

TIE BEAM AT GROUND LEVEL

7 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) 10.924 M3 5670.00 61939.00

BAND AT LINTAL LEVEL

COLUMN FROM PLINTH TO ROOF LEVEL

TOTAL :- 10.924

8 5.3 + 5.33B.4 B.C.D 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).Add or deduct for providing richer or leaner mixes respectively at all floor levels Providing M-15grade R.C.C instead of M-20 grade R.C.C. 0.181 M3 5719.80 1035.00

9 5.22.7 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500

10 6.1.14A B.C.D Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:6 (1 cement: 6 coarse sand ) 0.842 M3 4819.90 4058.00 2461.38

11 6.1.14/1 + 6.3A B.C.D Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) Extra for Brick work in superstructure above plinth level upto floor V cum 8.678 M3 5662.10 49136.00

LONG WALL , SHORT WALL

DEDUCTION DOOR AND WINDOW

TOTAL DEDUCTION :- 0.743

NET QTY. :- 8.678

12 13.24.2 B.C.D 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) 29.51 M2 125.60 3706.00

13 13.11.4 B.C.D Cement plaster in course sand 12 mm cement plaster of mix:1:6(1 cement :6 coarse sand)

TOTAL :- 137.292

DEDUCTION DOOR AND WINDOW

TOTAL DEDUCTION :- 2.970

14 13.11.4 + 13.26 B.C.D Cement plaster in course sand 12 mm cement plaster of mix:1:6(1 cement :6 coarse sand) WITH Neat cement punning 22.55 M2 182.00 4104.00

TOTAL :- 22.550

15 10.5.1 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. 2.97 M2 3653.00 10849.00

16 9.48.1 B.C.D 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 27.00 Kg 144.50 3902.00

17 5.9.5 B.C.D Centring and shuttering including strutting, propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers.

FOUNDATION OF COLUMN

COLUMN UP TO PLINTH

COLUMN UP TO ROOF

BAND AT LINTAL LEVEL

18 5.9.3 B.C.D Centring and shuttering including strutting, propping etc. and removal of form for.Weather shade,Chajjas, corbels etc. including edges 88.72 M2 437.50 38815.00

19 13.79.1 + 13.78.2 B.C.D 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). Applying one coat of Distemper primer of approved brand and manufacture on wall surface 163.83 M2 119.90 19643.00

TOTAL :- 163.83

20 13.82.1 B.C.D Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 7.76 M2 83.50 648.00

21 10.20 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. 159.82 M2 95.40 15247.00

22 18.10.3 B.C.D Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 34.00 M 399.90 13597.00

23 18.48 B.C.D. 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. 10000.00 LITER 9.70 97000.00

24 18.17.5 B.C.D. Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore 2.00 EACH 1490.70 2981.00

25 18.9.7 B.C.D. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass 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.62.50 mm nominal inner dia Pipes 18.00 M 1476.00 26568.00

26 18.13.2 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore 2.00 EACH 1090.40 2181.00

27 CARRIAGE OF MATERIAL

(ii) LOCAL SAND - 3 KM 5.93 M3 301.56 1787.00

(iii) COURSE SAND - 14.03 M3 3359.15 47117.00

28 EXTRA COST OF BRICK 5759 %O 545.24 3140.00

29 EXTRA COST OF CEMENT 262.16 BAG 10.38 2721.00

Correction Factor 0.982 771530.00

G. TOTAL RS= ₹ 812,884

BCD MADHEPURA BCD MADHEPURA BCD MADHEPURA

MATERIAL STATEMENT

SL. NO. ITEM QTY. UNIT CEMENT C. SAND S. CHIPS L. SAND BRICKS

1 LOCAL SAND FILLING 5.434 M3 _ _ _ 5.434

2 100A BRICK FLAT SOLING 32.74 M2 _ _ _ 0.49 1057

8 NEAT PUNNING 22.55 M2 0.05 _ _ _

262 M3 M3 M3 Nos

BCD MADHEPURA BCD MADHEPURA BCD MADHEPURA

HOUSE TO HOUSE SERVICE CONNECTION SUB - ESTIMATE - 3

SL NO. ITEM NO DESCRIPTION UNIT RATE AMOUNT

1 2.8.1 B.C.D 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. All Kinds of soil `

Nos LENGTH WIDTH HIGHT QTY.

2 2.26 B.C.D 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

Nos LENGTH WIDTH HIGHT QTY.

3 18.6.2 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of

PER HOUSE 6.00 m 20 mm dia 270 M 165.30 44631.00

4 18.7.1 B.C.D Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

15 mm nominal outer dia Pipes 45 M 172.00 7740.00

5 8.20.1 B.C.D Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main

15 mm nominal bore 45 EACH 301.60 13572.00

6 8.15.1 B.C.D Providing and fixing brass bib cock of approved quality :

15 mm nominal bore 45 EACH 280.90 12641.00

7 18.6A.1 Providing and fixing PPR Unions. PPR Union 20mm

Correction Factor 0.982 116373.00 107874.664

G.Total 122611.00

B.C.D Madhepura. B.C.D Madhepura. B.C.D Madhepura.

WATER SUPPLY DISTRIBUTION SUB - ESTIMATE -2

SL NO. ITEM NO DESCRIPTION UNIT RATE AMOUNT

1 2.8.1 B.C.D 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. All Kinds of soil

LENGTH WIDTH HIGHT QTY.

TOTAL QTY. 254.85

5 % EXTRA 12.74

2 2.26 B.C.D 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 18.6 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, UVstabilized&anti-microbial fusionwelded, having thermal stability for hot&cold water supply, including all PPR plain&brass threadedpolypropylene randomfittings, including trenching, refilling&testingof joints completeasper directionof Engineer in Charge

LENGTH WIDTH HIGHT QTY.

5 Providing and fixing PPR Unions

6 18.31.1.2 B.C.D Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 100 mm diameter Class II

100 mm diameter Class II 1 EACH 4269.20 4269.00

7 18.59.2 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) :

8 18.35 B.C.D Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 100A

9 18.36 B.C.D Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants,with C.I. surface box 350x350 mm top and 165 mm deep ( inside)with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100A

10 15.24 B.C.D Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead.

LENGTH WIDTH HIGHT QTY.

11 11.73 B.C.D Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

LENGTH WIDTH QTY.

12 15.2.1 B.C.D Demolishing cement concrete including disposal of material within 50 metre lead: 1:3:6 or richer mix

LENGTH WIDTH HIGHT QTY.

13 4.5.2 B.C.D Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

QUANTITY AS PER ITEM NO ( 12 ) 43.40 M3 4918.50 213475.00

14 2.28 B.C.D Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

LENGTH WIDTH HIGHT QTY.

15 Carriage of the following materils from quarry to work site including loading, unloading and staking at work site as per specification & direction of E/I

B COARSE SAND 19.53 M3 3359.15 65608.00

C STONE CHIPS 39.06 M3 1371.51 53574.00

16 EXTRA COST OF CEMENT

B CEMENT 400.00 BAG 10.38 4152.00

TOTAL RS ₹ 2,046,919

Correction Factor 0.982 ₹ 2,010,074

Add etra GST-5.36% ₹ 107,740

G.TOTAL RS= ₹ 2,117,814

BCD MADHEPURA BCD MADHEPURA BCD MADHEPURA

MATERIAL STATEMENT

SL. NO. ITEM QTY. UNIT CEMENT C. SAND S. CHIPS L. SAND BRICKS

1 LOCAL SAND FILLING 43.40 M3 _ _ _ 43.40

2 100A BRICK EDGE SOLING 289.35 M2 _ _ _ 8.68 15567

BAG M3 M3 M3 Nos

B.C.D Madhepura. B.C.D Madhepura. B.C.D Madhepura.

GOVERNMENT OF BIHAR

Building Construction Division, Madhepura

CONSTRUCTION OF 150 MM X 100 MM DIA & 90M DEEP HIGH YIELD TUBE WELL.

This estimate has been prepared on the basis of curren SOR effective from 01/01/2022.

SUB - ESTMATE - 4

It. No. Item Description Qty Unit Rate Amount

1/ 24.1 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.300 mm dia

24.1.1.2 (a) 350 mm dia Bore From G.L to 30.0 M 30.00 p/mt. 532.40 15972

© 300 mm dia Bore From 60.M to 90.0 M 30.00 p/mt. 486.80 14604

2/ 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer incharge.

24.3.2 (a) 150 mm nominal size dia 30.00 p/mt. 660.10 19803

24.3.1 (b) 100 mm nominal size dia 30.00 p/mt. 546.10 16383

3/24.4 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.

24.4.1 100 mm nominal size dia 30.00 P/M 573.10 17193

4/24.13 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:

24.13.2 150 mm dia well cap 1.00 Each 210.70 211

24.14.2 150 mm dia M.S clamp 1.6 M long (one Pair) 1.00 Each 1513.40 1513

24.15.2 150 mm dia & 6mm thick M.S well shoe plug 1.00 Each 281.80 282

5/ 4a/24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 4.00 m3 1343.20 5373

6/24.12 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 20 h 916.80 18336

7/18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass 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 outer dia Pipes metre 359.10 50.00 M 359.10 17955

Correction Factor 0.982 139668.878

Add etra GST-5.36% 7486.2518608

Sub Total 147155.1299

11/ns Supplying and fitting fixing 2 HP water pump of approved brand and manufacture complete in all respect 1.00 Each 19047.00 19047

Net Total:- 166202

BCD MADHEPURA BCD MADHEPURA BCD MADHEPURA

GOVERNMENT OF BIHAR.

BUILDING CONSTRUCTION DIVISION MADHEPURA.

ABSTRACT OF COST

Sr.No Description Quantity Unit Rate Total Amount.

1 R.C.C. 8 METER HT OVER HEAD TANK (SUB - ESTMATE - 1) 1 Nos. 812884.00 812884.00

2 WATER SUPPLY DISTRIBUTION (SUB - ESTMATE - 2) 1 Nos. 2117814.00 2117814.00

3 HOUSE TO HOUSE SERVICE CONNECTION (SUB - ESTMATE - 3) 1 Nos. 122611.00 122611.00

4 CONSTRUCTION OF 150 MM X 100 MM DIA & 90M DEEP HIGH YIELD TUBE WELL. (SUB - ESTMATE - 4) 1 Nos. 166202.00 166202.00

BCD MADHEPURA BCD MADHEPURA BCD MADHEPURA