DG ROOM (DIESEL GENERATOR ROOM) AT MAHABODHI TEMPLE COMPLEX, BODHGAYA, BIHAR FOR THE YEAR 2026-27

BILL OF QUANTITIES FOR DG ROOM (DIESEL GENERATOR ROOM) AT MAHABODHI TEMPLE COMPLEX, BODHGAYA, BIHAR FOR THE 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.)

1 2.6.1 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed. AH Kinds of soil cum 99.28 314.90 31,263.00

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 cum 95.32 123.90 11,810.00

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete cum 36.50 287.30 10,486.00

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, sqm 60.83 283.30 17,233.00

5 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. 100sqm 1.00 1355.40 1,355.00

6 4.1.8 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1.4.8 (1 Cement :4 coarse sand :8 graded stone agregate 40 mm nominal size) cum 11.87 2975.20 35,316.00

7 5.40.1 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. NOTE- (1) Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC. All works up to Plinth level cum 9.97 5463.60 54,472.00

8 5.40.2 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. NOTE- (1) Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC. All works above plinth & up to floor V level. cum 5.23 6391.70 33,429.00

9 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. sqm 81.44 211.60 17,233.00

10 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for. Lintels, beams, plinth bams, griders, bressumers and contilevers. sqm 71.37 404.70 28,883.00

11 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for. Columns,Pillars, Piers, Abutments, Posts and Struts sqm 69.55 494.40 34,386.00

12 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 547.47 94.50 51,736.00

13 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 1277.44 90.80 115,992.00

14 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) cum 8.57 5116.30 43,847.00

15 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 24.84 5765.20 143,208.00

16 10.16.1 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 welded type tubes kg 3932.62 123.90 487,252.00

17 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. kg 1850.00 114.60 212,010.00

18 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. Using M.S. angle 40x40x6 mm for diagonal braces sqm 4.80 3653.00 17,534.00

19 11.26.1 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand) 20 to 25 mm thick - sqm 64.00 1252.70 80,173.00

20 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm sqm 11.01 1334.90 14,697.00

21 11.77 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. sqm 71.80 721.10 51,775.00

22 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 216.00 176.40 38,102.00

23 13.36.4 Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 15 mm cement plaster 1:4(1 cement :4 sand) sqm 216.00 8.20 1,771.00

24 13.80.A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 216.00 105.40 22,766.00

25 13.45.1 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm sqm 108.00 215.20 23,242.00

26 13.82B.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work sqm 200.00 120.50 24,100.00

27 13.48A.1 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. sqm 108.00 112.00 12,096.00

28 16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm sqm 55.00 687.20 37,796.00

29 21.1.1.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 71.38 418.40 29,865.00

30 21.3.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness(weight not less than 12.50 kg/sqm) sqm 16.00 1115.10 17,842.00

31 26.49.2 Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core panels made of core material of EPS granule balls/beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except "C channel" which will be paid seperately). Non load bearing panels 60mm thick of required size sqm 80.00 1263.60 101,088.00

32 15.18 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plats, bolts, nuts, cutting hvets, welding etc. including dismem bering and stacking within 50 metres lead. kg 300.00 2.30 690.00

33 15.25 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. sqm 80.00 106.70 8,536.00

34 15.28.1 Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of: G.S. Sheet sqm 80.00 67.50 5,400.00

35 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: cum 4.43 1411.20 6,252.00

36 15.6 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. kg 177.37 3.90 692.00

37 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In cement mortar cum 20.40 823.70 16,803.00

38 18.8.3 Removing mortar form bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured): From brick work in cement mortar cum 12.24 2706.20 33,124.00

39 Recovery Brickwork Recovery of Bricks after dismantling of walls Per Thousand -3023.50 4.85 -14,670.00

40 Recovery Structural Steel Recovery of Structural Steel members like Grills, jaalies etc. after dismantling of walls kg -550.40 25.00 -13,760.00

41 Recovery Reinforcement Recovery of Reinforcement steel from coloumns, beams and other RCC members after dismantling kg -54.32 25.00 -1,358.00

42 Carriage of materials

A Sone sand cum 26.32 452.35 11,906.00

B Stone Chips cum 23.23 463.95 10,778.00

C Local Sand cum 36.50 310.45 11,331.00

Total Rs 1,897,353.00

SOR Items Rs 0.00

Correction Factor 0.982 on SOR & DSR Rs 1,863,200.00

5.36% Additional GST Rs 99,868.00

Recovery Rs 0.00

Total Amount Rs 1,963,068.00

J.E. A.E. BCD GAYA BCD GAYA Executive Engineer BCD GAYAJI