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| Sl. No. | Item Description |
| 1 | (CVL-1.1.1A-CMT)_(1.1) Carriage of materials by mechanical transport including loading, unloading and stacking.(1.1.1) Lime, moorum, building rubbish.(1.1.1A) Upto 1Km |
| 2 | (CVL-1.1.1B-CMT)_(1.1) Carriage of materials by mechanical transport including loading, unloading and stacking.(1.1.1) Lime, moorum, building rubbish.(1.1.1A) Upto 2 Km |
| 3 | (H2.1) \" Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). \" |
| 4 | (H2.8) \"Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).\" |
| 5 | (H2.9) \"Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge\" |
| 6 | (H2.20) Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded). |
| 7 | (2.1) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge:(2.1.1) All kinds of soil |
| 8 | (2.6) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. (2.6.1) All kinds of soil |
| 9 | (2.7) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge.(2.7.1) Ordinary rock |
| 10 | (2.7) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. (2.7.2) Hard rock (requiring blasting) |
| 11 | (2.7) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge.(2.7.3) Hard rock (blasting prohibited) |
| 12 | (2.8) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(2.8.1) All kinds of soil. |
| 13 | (2.9) Excavation work 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.(2.9.1) Ordinary rock |
| 14 | (2.9) Excavation work 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.(2.9.2) Hard rock (requiring blasting) |
| 15 | (2.9) Excavation work 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.(2.9.3) Hard rock (blasting prohibited) |
| 16 | (2.10) Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 directed, within a lead of 50 m :(2.10.1) All kinds of soil(2.10.1.1) Pipes, cables etc, not exceeding 80 mm dia. |
| 17 | (2.10) Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 directed, within a lead of 50 m :(2.10.1) All kinds of soil(2.10.1.2) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 18 | (2.25) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 19 | (2.26) Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.(2.26.1) All kinds of soil. |
| 20 | (2.26) Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. (2.26.2) Ordinary or hard rock. |
| 21 | (2.28) Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. (2.28.1) All kinds of soil. |
| 22 | (4.1) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(4.1.2) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 23 | (4.1) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (4.1.3) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 24 | (4.1) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (4.1.8) 1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 25 | (4.2) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : (4.2.2) 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 26 | (4.2) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : (4.2.3) 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 27 | (4.5) Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3coarse sand), cost of required centering complete.(4.5.1) 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). |
| 28 | (4.10) Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). |
| 29 | (4.12) Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification. |
| 30 | (5.1) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :(5.1.2) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 31 | (5.2) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : (5.2.2) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 32 | (5.8) Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand(zone-III)derived from natural resources : 3 graded stone aggregate 20mm nominal sizederived from natural resources). |
| 33 | (5.9) Centering and shuttering including strutting, propping etc. and removal of form for :(5.9.1) Foundations, footings, bases of columns, etc. for mass concrete |
| 34 | (5.9) Centering and shuttering including strutting, propping etc. and removal of form for : (5.9.2) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 35 | (5.9) Centering and shuttering including strutting, propping etc. and removal of form for :(5.9.3) Suspended floors, roofs, landings, balconies and access platform |
| 36 | (5.9) Centering and shuttering including strutting, propping etc. and removal of form for :(5.9.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 37 | (5.9) Centering and shuttering including strutting, propping etc. and removal of form for :(5.9.6) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 38 | (5.9) Centering and shuttering including strutting, propping etc. and removal of form for :(5.9.13) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 39 | (5.9) Centering and shuttering including strutting, propping etc. and removal of form for : (5.9.19) Weather shade, Chajjas, corbels etc., including edges |
| 40 | (5.22) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (5.22.3) Cold twisted bars |
| 41 | (5.33) Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: 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(5.33.1) All works upto plinth level |
| 42 | (5.33)Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). (5.33.2) All works above plinth level upto floor V level |
| 43 | (CVL-5.34.1-CMT)_(5.34) Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable Separately.(5.34.1) Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 44 | (6.4) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in :(DAT.CP6.4.2) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 45 | (6.12) Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level. :(DAT.CP6.12.2) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 46 | (6.13) Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level.(D6.13.2) Cement mortar 1:4 (1 cement :4 coarse sand) |
| 47 | (7.1) Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with :(7.1.1) Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 48 | (8.2) Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. (8.2.2) Granite of any colour and shade(8.2.2.2) Area of slab over 0.50 sqm |
| 49 | (8.3) Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.(8.3.2) Granite work |
| 50 | (8.9) Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. (8.9.1) 8mm thick (8.9.1.2) Granite of any colour and shade |
| 51 | (10.19) Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 52 | (11.3) Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (11.3.1) 40 mm thick with 20 mm nominal size stone aggregate |
| 53 | (11.37) Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete. |
| 54 | (11.37A) Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kgper sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 55 | (11.41) Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.(11.41.2) Size of Tile 600x600 mm |
| 56 | (11.49) Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). (11.49.2) Size of Tile 600x600 mm |
| 57 | (12.20) Providing and laying pressed clay tiles (as per approved pattern 20mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement :4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) and finished neat complete. |
| 58 | (12.41) Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i)Single socketed pipes.(12.41.1) 75 mm diameter |
| 59 | (12.41) Providing and fixing on wall face unplasticised Rigid PVC rain water pipes confirming to IS 13592 Type A including jointing with seal ring conforming to IS 5382 leaving 10mm gap for thermal expansion, (i)Single socketed pipes.(12.41.2) 110 mm diameter |
| 60 | (12.42) Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.(12.42.1) Coupler(12.42.1.1) 75mm |
| 61 | (12.42) Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.(12.42.1) Coupler (12.42.1.2) 110mm |
| 62 | (12.42) Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion (12.42.3) Single tee with door (12.42.3.1) 75x75x75 mm |
| 63 | (12.42) Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion (12.42.3) Single tee with door (12.42.3.2) 110x110x110 mm |
| 64 | (12.42) Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion (12.42.4) Single tee without door(12.42.4.1) 75x75x75 mm |
| 65 | (12.42) Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion (12.42.4) Single tee without door(12.42.4.2) 110x110x110 mm |
| 66 | (12.42) Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion (12.42.5) Bend 87.5°(12.42.5.1) 75 mm bend |
| 67 | (12.42) Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion (12.42.5) Bend 87.5°(12.42.5.2) 110 mm bend |
| 68 | (12.42) Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion (12.42.6) Shoe (Plain)(12.42.6.1) 75 mm Shoe |
| 69 | (12.42)\"Providing and fixing on wall face unplasticised Rigid PVC rain water pipes confirming to IS 14735 Type A including jointing with seal ring conforming to IS 5382 leaving 10mm gap for thermal expansion.Note: The following items under 24 - A to E. Rate should include cost of specials, consumables, labour, other incidental charges etc (12.42.6) Shoe (Plain)(12.42.6.2) 110 mm Shoe |
| 70 | (12.43) Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (12.43.1) 75 mm |
| 71 | (12.43) Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.(12.43.2) 110 mm |
| 72 | (13.1) 12 mm cement plaster of mix :(13.1.2) 1:6 (1 cement: 6 fine sand) |
| 73 | (13.3) 20 mm cement plaster of mix :(13.3.2) 1:6 (1 cement: 6 fine sand) |
| 74 | (13.61) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :(13.61.1) Two or more coats on new work. |
| 75 | (14.4) Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/rubbish to the nearest municipal dumping ground, all complete as per directions of Engineer-In-Charge.(14.4.1) For door/ window/ clerestory window. |
| 76 | (14.5) Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: (14.5.1) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 77 | (14.9) Renewal of old putty of glass panes (length) . |
| 78 | (14.77) Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial de-silting of manholes and de-chocking of sewer lines. De-chocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. |
| 79 | (15.2) Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.(15.2.1) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 80 | (15.2) Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.(15.2.2) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 81 | (15.3) Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 82 | (15.6) Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. |
| 83 | (15.7) Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge..(15.7.4) In cement mortar |
| 84 | (15.9) Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :(15.9.2) In cement mortar |
| 85 | (15.12) Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :(15.12.1) Of area 3 sq. metres and below |
| 86 | (15.12) Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :(15.12.2) Of area beyond 3 sq. metres |
| 87 | (15.23) Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.(15.23.1) For thickness of tiles 10 mm to 25 mm |
| 88 | (15.23) Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.(15.23.2) For thickness of tiles above 25 mm and up to 40 mm |
| 89 | (15.26) Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 90 | (15.36) Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 91 | (15.40) Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead :(15.40.1) Thickness up to 40 mm |
| 92 | (15.40) Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead :(15.40.2) Thickness above 40 mm up to 75 mm |
| 93 | (15.43) Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :(15.43.1) Water bound macadam road |
| 94 | (15.43) Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :(15.43.2) Bituminous road |
| 95 | (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. |
| 96 | (15.57) Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. |
| 97 | (15.60) Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 98 | (16.83) Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 99 | (16.84) Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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. (Old CC paver blocks shall be supplied by the department free of cost). |
| 100 | (16.91) Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer\"s specifications & direction of Engineer in-Charge. (16.91.1) 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern |
| 101 | (16.91) Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer\"s specifications & direction of Engineer in-Charge. (16.91.2) 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 102 | (17.28) Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.2) Flexible pipe (17.28.2.1) 32 mm dia |
| 103 | (17.28) Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (17.28.2) Flexible pipe (17.28.2.2) 40 mm dia |
| 104 | (19.1) Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :(19.1.2) 150 mm diameter |
| 105 | (19.1) Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (19.1.3) 200 mm diameter |
| 106 | (19.6) Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :(19.6.5) 450 mm dia. R.C.C. pipe |
| 107 | (19.6) Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :(19.6.7) 600 mm dia. R.C.C. pipe |
| 108 | (26.80) Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means ( Free flowing /pump),curing etc. Complete as per directions of Engineer-in-charge. (The payment shall be made on the basis of actual weight of approved grout injected.)(26.80.1) Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints of precast members. |
| 109 | (DAT.43) Providing and laying on terrace upto floor five level lime concrete with graded brick aggregate 25mm nominal size and 50% mortar comprising of 1 lime putty : 2 surkhi. |
| 110 | (DAT.44) Cleaning the catch pits and disposong all foreign materials at the specified places as instructed by the Engineer-in-charge. |
| 111 | (DAT.45.1-CMT)_(D45) Supply and stacking of following materials at BHEL Civil Projects & Services Store location. (D45.1) Coarse sand / River sand |
| 112 | (DAT.45.2-CMT)_(D45) Supply and stacking of following materials at BHEL Civil Projects & Services Store location. (D45.2) 40 mm Nominal Size Stone Aggregate |
| 113 | (DAT.45.3-CMT)_(D45) Supply and stacking of following materials at BHEL Civil Projects & Services Store location. (D45.3) 20 mm Nominal Size Stone Aggregate |
| 114 | (DAT.45.4-CMT)_(D45) Supply and stacking of following materials at BHEL Civil Projects & Services Store location. (D45.4) M- sand / crushed stone sand (Commercially called M sand) |
| 115 | (DAT.45.5-CMT)_(D45) Supply and stacking of following materials at BHEL Civil Projects & Services Store location. (D45.5) Common Burnt Clay F.P.S (non modular) Bricks Class Designation 5.0 |
| 116 | (DAT.46-CMT)_(D46) Pre-monsoon terrace cleaning in factory buildings. Rate includes all labour, material required for cleaning and disposing of the collected deberies / rubbish at specied location as per instruction of Engineer in charge. |
| 117 | (DAT.47-CMT)_(D47) \"Maintenance by sweeping, cleaning the floor and side walls with coir brush, removing the deposited silt materials including cleaning the surfaces with bleaching powder and finally with fresh water till the full area is cleaned properly and writing the date of cleaning. Over head tank of 5 lakh litres capacity using 30 kg of bleaching powder staging height and inside with two compartments.\" |
| 118 | (DAT.47.1-CMT)_(D47) Carrying out miselleounus type of works (Viz, masonry, etc,) which are not quantifiable like chipping of floor, finishing the floor, touch up plastering, dismantling of floor,for making pockets for machine foundation dismantling of brick work for enabling to fix exhaust fans, fixing of exhaust fan, dismantling, of IWCs, EWCs, low level tanks, high level tanks, wash basins and sanitary items, fixing of wash basin which are not suscetable for detailsed measurement, minimum labours to be engaged is1 - No fo mason (ssw) and 1 No of USW through out the contract period. (D47.1) For Mason - 1 No |
| 119 | (DAT.47.2-CMT)_(D47) Carrying out miselleounus type of works (Viz, masonry, etc,) which are not quantifiable like chipping of floor, finishing the floor, touch up plastering, dismantling of floor,for making pockets for machine foundation dismantling of brick work for enabling to fix exhaust fans, fixing of exhaust fan, dismantling, of IWCs, EWCs, low level tanks, high level tanks, wash basins and sanitary items, fixing of wash basin which are not suscetable for detailsed measurement, minimum labours to be engaged is1 - No fo mason (ssw) and 1 No of USW through out the contract period. (D47.2) For Helper - 1 No |
| 120 | (D309-PPR-MF)_(D309)R.C.C floor cutting by using hilti D.L.P -32 / Wall system with digital remote control quickly set up with high performance heavy duty system cutting thickness for 200mm to 350mm for charges complete |
| 121 | (D312-PPR-MF)_(D312)Grouting the holding bolts and underneath the base plates etc.,after aligment with non-shrink free flow grout mix of SHRINKOMP 30 (ACC\"s make)or equivalent as per standard specifications and instructions of Engineer-in -charge.Rate to include charges for cleaning the sleeves or pockets and other incidental charges,tools and plants etc.,complete. |
| 122 | (26.28) Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge(26.28.1) 75 mm average thickness |
| 123 | (26.28) Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge(26.28.2) 50 mm average thickness |
| 124 | (26.29) Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.(26.29.1) Bars upto 12 mm diameter |
| 125 | (26.30) Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.(26.30.1) Upto and including 12mm dia. |
| 126 | (5.22) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(5.22.6) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 127 | (26.31) Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.(26.31.1) SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 128 | (26.32) Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). (26.32.1) 12 mm average thickness. |
| 129 | (24.2) Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose.(2) The payment will be made once only for execution of all items for such works. |
| 130 | (CVL-5.37.1)_(CVL-5.37)Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverableseparately).(CVL-5.37.1)All works upto plinth level |
| 131 | (CVL-5.37.2)_(CVL-5.37)Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately).(CVL-5.37.2)All works above plinth level upto floor V level |
| 132 | CD032-29.2_Supply of cement bag-need basis_Supply and stacking of cement at BHEL Civil Projects & Services Store location on need basis as directed by Engineer-in-Charge, including Ordinary Portland Cement (OPC) OPC 43 Grade |
| 133 | (16.9) Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 134 | (22.22A) Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. |
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