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| 1 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-in-charge , within a lead of 50m - all kinds of soil |
| 2 | Excavating trenches by mechanical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as per direction of Engineer-in-charge, within a lead of 50 m - all kinds of soil - pipes,cables etc, exceeding 80mm dia but not exceeding 300 mm dia |
| 3 | Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete |
| 4 | Supplying and filling with gravel (excluding rock) in trenches , plinth, sides of foundations etc . In layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering etc .complete including all lead and lift |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1510 (1 cement5 fine aggregate10 graded stone aggregate 40mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 11.53 (1cement1.5 fine aggregate3 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and sting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement - 11.53 (1 cement1.5 fine aggregate3 graded stone aggregate 20mm nominal size) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15degree landings, balconies, shelves chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 11.53 (1 cement1.5 fine aggregate3 graded stone aggregate 20mm nominal size) |
| 9 | Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete |
| 10 | Centering and shuttering including strutting, propping etc and removal of form for - Suspended floors, roofs, landings, balconies and access platform |
| 11 | Centering and shuttering including strutting, propping etc and removal of form for - Lintels, beams, plinth beams, girders, bressumers and catilevers |
| 12 | Centering and shuttering including strutting, propping etc and removal of form for -Weather shade, Chajjas, corbels etc., including edges |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Thermo - Mechanically treated bars Fe - 500D or more |
| 14 | Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 13 (1 cement3 fine aggregate) |
| 15 | Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 16 (1 cement6 fine aggregate) |
| 16 | Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 3.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 16 ( 1 cement6 fine aggregate) |
| 17 | Providing and fixing M.S. grills of required pattern in frames of windows etc with M.S. flats , square or round bars etc. including priming coat with approved steel primer all complete - Fixed to steel windows by welding |
| 18 | Providing and fixing 1mm thick M.S.sheet door with frame of 40x40x6 mm angle iron and 3mm M.S.gusset plates at the junctions and corners , all necessary fittings complete, including applying a priming coat of approved steel primer - Using M.S.angles 40x40x6mm for diagonal braces |
| 19 | Cement concrete flooring 124 (1 cement2 fine aggregate4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate |
| 20 | Providing and laying pressed clay tiles (as per approved pattern 18mm nominal thickness of approved size) on roofs jointed with cement mortar 14 (1 cement4 fine aggregate) mixed with 2% integral water proofing compound , laid over a bed of 20mm thick cement mortar 14 (1 cement4 fine aggregate) and finished neat complete |
| 21 | 12 mm cement plaster of mix 15 (1 cement5 fine aggregate) |
| 22 | 15 mm cement plaster on the rough side of single or half brick wall of mix 15 (1 cement5 fine aggregate) |
| 23 | Painting with synthetic enamel paint of approved brand and manufacutre to give an even shade - Two or more coats on new work |
| 24 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content - with water thinnable cement primer on wall surface having VOC content less than 50 grams / litre |
| 25 | Finishing walls with Premium Acrylic exterior paint with Silicone additives of required shade - Old work ( two or more coats applied @ 1.43 litre / 10 sqm) over existing cement paint surface |
| 26 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. - Nominal concrete 136 or richer mix (i/c equivalent design mix) |
| 27 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge.- bituminous road |
| 28 | Providing flanged joints to double flanged C.I / D.I. pipes and specials , including testing of joints -100mm diameter pipe |
| 29 | Providing flanged joints to double flanged C.I / D.I. pipes and specials , including testing of joints - 150mm diameter pipe |
| 30 | Providing and laying double flanged (screwed / welded) centrifugally (spun) ductile iron pipes of class K-9 conforming to IS8329 - 150 mm dia ductile iron double flanged |
| 31 | Providing and fixing in position flanged standard D.I. specials such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/ 2000 and ISI marked - 100 to 300mm dia. |
| 32 | Providing and jointing cast iron / D.I. (S&S) pipe joints with rubber gasket (Tyton joints) conforming to IS No. 5382 and 12820 of EPDM quality including the cost of fixing,testing the joints etc.,complete -250mm dia. |
| 33 | Providing and fixing mild steel flange including bolts,nuts,rubber insertion, labour charges etc,complete 100mm dia |
| 34 | Providing and fixing mild steel flange including bolts,nuts,rubber insertion, labour charges etc,complete 150mm dia |
| 35 | Providing, laying and jointing UPVC pipes (0.6 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints withrequired testing equipment, including cost of solvent cement,excluding UPVC specials such as bends, tees,threadedpieces, couplers, reducer, endcaps etc., complete all as per IS and CPWD specification. - 160mm dia |
| 36 | Providing and fixing in position UPVC moulded reducer coupler (0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 160 x 110mm dia |
| 37 | Providing and fixing in position UPVC moulded tail piece without flange (0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 110mm dia |
| 38 | Providing and fixing in position UPVC moulded tail piece without flange (0.6 Mpa)conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 160mm dia |
| 39 | Providing and fixing in position UPVC fabricated coupler (0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 110 mm dia |
| 40 | Providing and fixing in position UPVC fabricated bend (0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 160 mm dia |
| 41 | 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, by percussion drilling using direct mud circulation (DMC) or bailer and chisel technique by tripod and mechanical winch machine all complete, including removal ofexcavated earth with all its lifts and leads (length of pile for payment shall be measured upto bottom of pile cap) - 300 mm dia piles - Note Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . |
