Repair of perimeter wall (2) at Sub-jail Sherghati Dist-Gaya Ji for year 2026-27

Bill of quantities for Repair of perimeter wall (2) at Sub-jail Sherghati Dist-Gaya Ji for year 2026-27

Estimated Cost . Rs.

Earnest Money - Rs.

Cost Of BOQ .- Rs.

Time Of Completion -

Sl . No. SOR Item No. Item of Work Unit Quantity Rate (Rs.) Amount (Rs.) #REF!

1 15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. sqm 1070.30 21.70 23,226.00 #REF!

2 1220 Wire mesh do all complete sqm 717.00 54.64 39,177.00

3 6.1.14C+ 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum cum 44.87 5765.20 258,685.00

4 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) cum 47.29 5670.00 268,134.00

5 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for. Lintels, beams, plinth bams, griders, bressumers and contilevers. sqm 453.30 404.70 183,451.00

6 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. kg 945.80 94.50 89,378.00

7 5.22.7C Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg 3783.20 90.80 343,515.00

8 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix. 1:4(1 cement: 4 coarse sand ) sqm 1501.09 176.40 264,792.00

9 11.79.1 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. sqm 576.00 956.40 550,886.00

10 13.79.1+ 13.78.2 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 cement primer of approved brand and manufacture on wall surface: Distemper primer sqm 576.00 119.90 69,062.00

11 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. kg 661.50 88.30 58,410.00

12 10.33.7 Labour for cutting of M.S. angle iron post to required length, one end splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/l. each 98.00 28.20 2,764.00

13 10.33.6 Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l. each 642.00 9.00 5,778.00

14 A/8692 RBT Reinforced Barbed wire do all complete. mtr 550.46 9.11 5,015.00

15 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) mtr 275.23 272.60 75,028.00

16 10.33.4 Labour for fitting and fixing barbed wire fencing in six rows horizontal up to a height of 1.85m and two diagonals including fixing of post in cement concrete at 2.5m centres including cost of staples (but excluding the cost of cement concrete, angle, iron post, its cutting and making holes, nuts & bolts) all complete as per building specification and direction of E/l. mtr 239.33 74.60 17,854.00

17 0L01 Providing unskilled labours for daily scaffolding…..do all complete. mtr 50.00 355.42 17,771.00

18 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 43.20 287.30 12,411.00

19 Carriage of materials 0.00

A Coarse sand cum 76.47 452.35 34,591.00

B Stone chips cum 67.62 463.95 31,372.00

D Local Sand cum 43.20 310.45 13,411.00

Total 2,389,994.00 #REF!

Correctiion Factor 0.982 on SOR & DSR Rs #REF!

Factor 0.982 Rs 2,346,974.00 #REF!

5.36% Additional GST Rs 125,798.00 #REF!

Total Amount Rs 2,472,772.00 #REF!

EXECUTIVE ENGINEER BUILDING DIVISION, GAYA JI