CONSTRUCTION OF 8?0?? HIGH BOUNDARY WALL INCLUDING 600 MM DIA CONCERTINA COIL ABOVE BOUNDARY WALL IN 400 MM DIA PILE FOUNDATION WITH PILE CAP AND CEMENT CONCRETE INTERLOCKING PAVER BLOCK, M.S GATE ETC WORK FOR REGISTRY OFFICE AT MOTIHARI IN THE DIST- EAST CHAMPARAN FOR THE YEAR-2025-26.

BILL OF QUANTITY FOR

CONSTRUCTION OF 8’0’’ HIGH BOUNDARY WALL INCLUDING 600 MM DIA CONCERTINA COIL ABOVE BOUNDARY WALL IN 400 MM DIA PILE FOUNDATION WITH PILE CAP AND CEMENT CONCRETE INTERLOCKING PAVER BLOCK, M.S GATE ETC WORK FOR REGISTRY OFFICE AT MOTIHARI IN THE DIST- EAST CHAMPARAN FOR THE YEAR-2025-26.

B.O.Q. Amount :- RS. 15,81,103.00

Earnest Money :- RS. 31,700.00

Cost of BOQ :- 5000.00

SL. NO SOR ITEMS OF WRK QTY UNIT RATE AMOUNT

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 kind of Soil. 10.38 cum 360.70 3744

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 160.34 m³ 287.30 46066

3 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m All kinds of soil. 534.45 m² 1355.40 7244

4 5.1 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

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 8.18 cum 4688.30 38350

5 5.2 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.

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 4.68 cum 5670.00 26536

6 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 49.63 sqm 211.60 10502

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers 24.60 sqm 404.70 9956

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 44.16 sqm 494.40 21833

7 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 615.29 kg 94.50 58145

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 1051.98 kg 90.80 95520

8 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 15.85 m³ 5662.10 89744 12296.36

9 10.16.2 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes. 1126.55 kg 137.90 155351

10 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required. In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. 90 kg 114.60 10314

11 10.43 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 41 mtr 272.60 11177

12 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, 22.04 sqm 283.30 6244

13 11.79.1(a) Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. 534.45 sqm 956.40 511148

14 13.12.4 15 mm cement plaster on rough side of single or half brick wall of mix. 1:6 (1 cement: 6 coarse sand). 179.35 sqm 162.80 29198

15 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer 179.35 cum 38.60 6923

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). 179.35 cum 81.20 14563

17 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 62.38 cum 83.50 5209

18 15.2.1 Demolishing cement concrete including disposal of material within 50 metre lead: 1:3:6 or richer mix 133.61 cum 970.90 129722

19 20.2.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 400 mm dia piles 76 mtr 1163.30 88411

20 Carriage cost of materials

(i) Sone Sand 17.68 Cum 3247.53 57416

(ii) S/Chips 18.18 Cum 3094.94 56266

(iii) Bricks 8.54 ths3 940.96 8036

21 EXTRA COST OF MATERIALS

(i) Cement 261 Bags 11.69 3051

Amount R.S 1,500,667.00

Total Amount R.S 1,581,103.00

Executive Engineer

Building Division Motihari