Construction of Boundary wall in WTP at East Side under NP Jamalpur, Dist-Munger.

BOQ for the Construction of Boundary wall in WTP at East Side under NP Jamalpur, Dist-Munger.

Sl No SOR Itrem of Works Unit Qty Rate Amount

1 BCD/0L01 P/V Unskilled labour for site clearance No 10 306 3060

2 BCD/15.7. 4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:In cement mortar M³ 10.13 823.7 8344

3 BCD/20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) M 228 178.3 40652

4 BCD/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) M³ 11.18625 5670 63426

5 BCD/ 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. M³ 50.625 360.7 18260

6 BCD/ 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete M³ 7.26 287.3 2086

7 BCD/ 11.72 Providing 100A 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, M² 58.42 283.3 16550

8 BCD/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) M³ 8.762625 3998.1 35034

9 BCD/ 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) M³ 4.42125 4688.3 20728

10 BCD/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) M³ 41.5275 5670 235461

11 BCD/6.1.12/1 Brick work with bricks of class designation 100 A in foundation and plinth in : cement mortar 1:4(1 cement :4 coarse sand) M³ 78.24375 5017.9 392619

12 BCD/13.11.2 Cement plaster in course sand 12 mm cement plaster of mix:1:4(1 cement :4 coarse sand) M² 513 152.9 78438

13 BCD/ 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- Kg 6727.6463 91.7 616925

14 BCD/ 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete M² 187.83 211.6 39745

15 BCD/5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and Struts M² 380.4 494.4 188070

16 BCD/13.79. 1 + 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade with Applying one coat of cement primer of approved brand and manufacture on wall surface: M² 513 119.8 61457

17 BCD/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) M 90 272.6 24534

18 Carriage of materials-

i Coarse Sand(53km P + 1km K) M³ 57.09 1387.82 79231

ii Stone Chips(116km P + 1km K) M³ 56.37 1370.81 77273

iii Bricks(7km P + 1km K) .%0 40537 867.61 35171

iv Local Sand(2km P + 1km K) M³ 8.14 268.35 2184

19 Difference cost of materials

20 Cost of Signboard & Photography 3500.00

21 Add 5.36% for Additional GST 110939

22 Seigniorage Fee

i Coarse Sand M³ 57.09 17.58 1004

ii Stone Chips M³ 56.37 59.54 3356

iv Local Sand M³ 8.14 14.19 116

Total Rs. 2205962