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| 1 | Earthwork in excavation in all types of soil (Hard soi,ordinary soil,stony earth) for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. (Quantity-C.W.-223.2, Drain-153.3, Vehicle Shed-33.68, A.R-177.02) |
| 2 | Filling foundation and plinth & sides of foundation with excavated materials (excluding rock), in layers not exceeding 20 cm in depth including watering and ramming and dressing and leveling the top to proper level, lead up to 50 m and lift upto 1.5 m or gradient including cost of all labour, labour CESS,sundries and T&P etc. complete in all respect as per direction of the Engineer-in-Charege (Quantity-CW.-148.8, Drain-148.36, Vehicle Shed-22.45, A.R-159.31) |
| 3 | Supplying & filling in foundation and plinth with good quality river sand in layers not exceeding 23cm in depth and compacted with watering, ramming, dressed and leveled the top surface to required gradient including cost , conveyance , royaoity of all materials, cost of all labour, T&P, etc.required to complete the work in all respect as per direction of the Engineer-in-charge.(Measurement willl be taken on finished compacted section only) (Quantity-CW.-44.10, Drain-14.60, Vehicle Shed-12.73) |
| 4 | Providing and laying cement concrete (1:4:8) in foundation & plinth using 40mm size black hard granite crusher broken metal and screened and washed sharp river sand of approved quality from approved quarry as per approved design including hoisting, lowering, laying and compacting to proper thickness, watering and curing for the required period, finished smooth , providing grooves of beads where necessary including cost, conveyance, royalty of all materials with labour, labour CESS , and T&P etc. required to complete the work in all respect including dewatering if required as per direction of the Engineer-in-Charge.(Quantity-CW.-22.05, Drain-14.60) |
| 5 | Fly ash brick masonry in cement mortar (1:6) in Foundation& Plinth using Fly ash bricks of (23x11x8cm) size having a crushing strength of not less than 75 kg per Sq.cm with dimensional tolerance + 8 percent after immersing Bricks in water till saturation before use , including splays cutting, circular molding, chamfering, corbelling and all similar type of operations with all necessary projections watering, curing etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour CESS T&P etc. complete in all respect as drawing and technical specifications and as per directed by the Engineer-in-charge.(Quantity-CW.-44.70, Vehicle Shed-8.67) |
| 6 | Fly ash brick masonry in cement mortar (1:6) in Super structure using Fly ash bricks of (23x11x8cm) size having a crushing strength of not less than 75 kg per Sq.cm with dimensional tolerance + 8 percent after immersing Bricks in water till saturation before use , including splays cutting, circular molding, chamfering, corbelling and all similar type of operations with all necessary projections watering, curing etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour CESS T&P ,Scaffolding as required etc. complete in all respect as drawing and technical specifications and as per directed by the Engineer-in-charge.(Quantity-C.W.-82.8, Vehicle Shed-4.62) |
| 7 | R.C.C. work with M-20 grade In Different RCC Works having minimum compressive strength in work test of 200 Kg/Cm² in 15cm cubes at 28 days after mixing and texts conducted in accordance with relevance IS code using 20 mm and downgraded size black hard granite crusher broken stone chips and screened and washed sharp river sand of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrator, watering, curing for 28 days, including cost of centering & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance, royalty of all materials , cost of all labour, labour CESS T&P etc. required for complete the work in all respect but excluding cost and conveyance of M.S. rods or Tor steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position as per the direction of the Engineer-in-Charge.RCC COLUMN BASE (Quantity-C.W.-37.35, Drain-19.71, Vehicle Shed-5.59) |
| 8 | RCC COLUMN UP TO PLINTH LEVEL (Quantity-C.W.-17.06, Vehicle Shed-2.99) |
| 9 | RCC PLINTH BAND (Quantity-C.W.-15.00, Vehicle Shed-2.11) |
| 10 | RCC COPING BEAM/ ROOF BEAMS (Quantity-C.W.-7.50, Vehicle Shed-3.17) |
| 11 | Kerb stone |
| 12 | Supplying, fitting and placing uncoated SeQR TMT bar reinforcement including straightening bent up or coiled rods, cutting, bending, cranking, hooking, welding or jointing (if required) and binding, tying and placing in proper position as required for RCC works including cost, conveyance of steel and binding wires of 18 to 20 gauge and cost of all labour, labour CESS T&P etc. required for complete the work in all respect as per drawing and technical specification and directed by the Engineer-in-charge. (Weight of reinforcement shall be calculated on the basis of IS 1732, wastage ,overlaps, couplings, welded joints ,spacer bars, chairs, stays, and annealed steel wire or other method of binding &placing shall not be considered for payment). (Quantity-C.W.-46.14, Drain-38.43, Vehicle Shed-19.56) |
| 13 | Providing 12 mm thick cement plaster with cement mortar (1:6) with screened and washed sharp river sand for mortar and finished smooth to the rough surface of walls after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials, cost of all labour, Labour CESS,T&P, and scaffolding as required to complete the work in all respect as per the Direction of the Engineer-in-charge . (Quantity-C.W.-720, Vehicle Shed-18.49) |
| 14 | Providing and fixing Steel work welded in built up section / framed (including M.S. angle, plate, sq.bar, flat, m.s.tubular section, Heavy type hinges) work incuding cutting, hoisting,fixing in position and applying apriming coat of approved steel primer, two or more coats of synthetic enamel paint with approved make and brand in grating, frames, guard bar, ladder, railings for balconies and straircase, brackets, gates and similar works as per direction of Engineer-In-Charge. (All structural steel contractor's own supply). |
| 15 | Providing and Painting the surface of the walls with one coat of wall primer(water based) of approved quality after cleaning the plastered surface perfectly by watering and brushing including cost , conveyance of all material, brushes, all labour, scaffolding, T&P etc. required to complete the work in all respect as per specification and direction of the engineer-in-charge. (Quantity-C.W.-720, Vehicle Shed-134.22) |
| 16 | Providing & painting exterior surfaces of walls with two coats of Weather seal coat paint of approved quality and shade from a recognized company to give an even shade, after cleaning the plastered surface perfectly by watering and brushing including cost of scaffolding ,staging and cost ,conveyance of all materials ,all labour, labour CESS and T&P required to complete the work in all respect as per specification and direction of the Engineer-in-charge. (Quantity-C.W.-720, Vehicle Shed-134.22) |
| 17 | Painting 2 (Two) coats with synthetic enamel paint of approved colour, shade wood/iron work including sand papering , polishing the surface including cost, conveyance of all materials, all labour, labour CESS T&P , scaffolding etc. required to complete the work in all respect as per drawing and technical specification and direction of Engineer-in-Charge. (Quantity-C.W.-144, A.R-60) |
| 18 | Supplying ,fitting and fixing of ISMB Sections for cow catcher (6.4mx1.5m) including labour for lifting ,hoisting and placing in position to required size and length,per fabricating by cutting to sizes,priming including cost of all materials,cost of all labour,loading ,unloading at site,all accessories,T&P required for the work complete in all respect as directed by engineer in charge.. |
| 19 | Providing, supplying & fixing of 80mm dia heavy gauge G.I pipe for cow catcher (6.5mx1.5m) including labour for lifting ,and placing in position to required length, pre fabricating by cutting to required length,priming including cost of all materials, cost of all labour,loading unloading at site,all accessories,T&P required for the work complete in all respect as directed by engineer in charge. |
| 20 | Supplying, fitting & fixing of 25x6 MS Flat including labour for lifting and placing in position to required length,pre fabricating by cutting to require length,priming including cost of all materials,cost of all labour , loading ,unloading ,at site,all accessories,T&P required for the work complete in all respect as directed by engineer in charge. |
| 21 | Providing and laying cement concrete (1:3:6) in foundation & plinth using 40mm size black hard granite crusher broken metal and screened and washed sharp river sand of approved quality from approved quarry as per approved design including hoisting, lowering, laying and compacting to proper thickness, watering and curing for the required period, finished smooth, providing grooves or beads where necessary including cost, conveyance, royalty of all materials with labour, labour CESS , and T&P etc. required to complete the work in all respect including dewatering if required as per direction of the Engineer-in-Charge. |
| 22 | Providing and laying cement concrete (1:2:4) using 12mm size black hard granite crusher broken chips and screened and washed sharp river sand of approved quality from approved quarry as per approved design including hoisting, lowering, laying and compacting to proper thickness, watering and curing for the required period, finished smooth , providing grooves or beads where necessary including cost, conveyance, royalty of all materials with labour, labour CESS , and T&P etc. required to complete the work in all respect including dewatering if required as per direction of the Engineer-in-Charge. |
| 23 | Providing 16 mm thick cement plaster with cement mortar (1:6) with screened and washed sharp river sand for mortar and finished smooth to the rough surface of walls after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials, cost of all labour, Labour CESS,T&P, and scaffolding as required to complete the work in all respect as per the Direction of the Engineer-in-charge . |
| 24 | Providing 6mm. thick cement plaster in cement mortar (1:4) to RCC surfaces finished smooth including closed deep chipping and slurry treatment using good quality screened and washed river sand, including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials, cost of all labour, labour CESS,T&P, and scaffolding as required to complete the work in all respect as per the Direction of the Engineer-in-charge . |
| 25 | 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 as per the direction of Engineer-in-Charge. |
| 26 | Supplying fitting & fixing of 6mm thick polycarbonate sheet of approved design and quality confirming to IS 14443 : 1997 etc, all complete as per the direction of Engineer-in-Charge. |
| 27 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing as per Clause 601 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 28 | Providing and laying factory made 60mm thick cement concrete interlocking paver blocks of m-30 grade made by block making machine with strong vibratory compaction of approved size and shape laid over compacted bed of course sand layer including filling sand in the interstices / joints including cost of all materials , labour and T&P required for the work etc. complete in all respect s per direction of Engineer in charge.. Please Enable Macros to View BoQ information |
