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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.2.7.1 All kinds of soil : |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres:2.9.1 All kinds of soil : |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :2.10.1 All kinds of soil : |
| 4 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 (150 mm dia Ductile Iron Class K - 7 Pipes) |
| 5 | 100mm dia DI Class K-7 pipes |
| 6 | 200mm dia DI Class K-7 pipes |
| 7 | Providing and Laying of stone soling including ramming consolidating & levelling all complete |
| 8 | Providing and Laying of stone boulder 50mm to 200mmincluding ramming consolidating & levelling all complete |
| 9 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 10 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 11 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.1 DELETED5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.5.2.1 DELETED5.2.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 15 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth inlayers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 16 | Providing and laying in position machine batched and machine mixed design mix M-25grade 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-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level |
| 17 | All works above plinth level upto floor V level |
| 18 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. 5.35.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 20 | Walls (any thickness) |
| 21 | Suspended Floors |
| 22 | Lintels beams plint beams griders bressumers and cantilevers |
| 23 | columns, pillars piers abutments posts and struts |
| 24 | Arches domes vaults upto 6mm span |
| 25 | Extra for arches domes etc |
| 26 | Stairs, excl landings except spiral staircases |
| 27 | Extra for shuttering in circular workFoundations, footings, bases of columns etc. for mass concrete |
| 28 | Walls (any thickness) |
| 29 | Arches domes vaults upto 6mm span |
| 30 | Extra for arches domes etc |
| 31 | Lintels beams plint beams griders bressumers and cantilevers |
| 32 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured).5.11.1 Suspended floors, roofs, landings, beams and balconies (plan area to be measured) |
| 33 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 34 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 35 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 36 | Extra for brick work in: Square or rectangular pillars |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level |
| 38 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete.Welded |
| 39 | Providing and mixing integral crystalline admixture for water proofingtreatment to RCC structures like basement raft, retaining walls, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @ 0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cementconcrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction ofthe Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 40 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter withbitumen and G.I limpet washers or with G.I. limpet washers filled withwhite lead, including a coat of approved steel primer and two coats ofapproved paint on overlapping of sheets complete (upto any pitch inhorizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 0.80 mm thick with zinc coating not less than 275 gram/m2 |
| 41 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.12.4.1 0.80 mm thick with zinc coating not less than 275 gram/m2 |
| 42 | Providing wood work in frames of doors, windows, clerestory windows andother frames, wrought framed and fixed in position with hold fast lugs or withdash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): second class kail wood |
| 43 | Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size withnecessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). |
| 44 | Laying and fitting of G.I. pipes (all classes) complete excluding cost ofpipes, fittings and Earth work. 15 mm and 20 mm dia. G.I. pipes |
| 45 | 25 mm and 32 mm dia. G.I. pipes |
| 46 | 40 mm and 50 mm dia. G.I. pipes |
| 47 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore |
| 48 | 20mm dia |
| 49 | 25mm dia |
| 50 | 40mm dia |
| 51 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete25 to 40 mm nominal bore |
| 52 | Providing and fixing gun metal non-return valve of approved quality (screwed end) 25 mm nominal bore |
| 53 | 40mm dia |
| 54 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) 100mm dia |
| 55 | Providing and fixing C.I dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. Complete conforming to IS: 2373.19.52.1 100mm dia |
| 56 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area ofopening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. |
| 57 | 5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm) |
| 58 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100mm dia |
| 59 | 200mm dia |
| 60 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 150mm dia |
| 61 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 100 mm dia Ductile Iron Class K - 7 Pipes |
| 62 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately).80 mm dia |
| 63 | Providing and laying D.I. Specials of Class K-12 suitable for push-onjointing as per IS : 952319.59.1 Upto 600 mm dia. |
| 64 | Providing and fixing ISI marked aluminum butt hinges ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 75x63x3.2 mm |
| 65 | 100x63x3.2 mm |
| 66 | Providing and fixing aluminum tower bolts ISI marked anodized (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 150x10mm |
| 67 | 200x10mm |
| 68 | Providing and fixing aluminum round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-charge22.16.1 Anodized (AC 15) aluminum |
| 69 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size). |
| 70 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete: 50 x 12 mm |
| 71 | Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete.With 2nd class teak wood beading 62x19 mm |
| 72 | Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length and jointedtogether at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside lockingwith push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. topcover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 73 | Providing and fixing ball bearing for rolling shutters. |
| 74 | Removingold DI pipes 100mmburied underground by means of excavting earth manually or mechanically |
| 75 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein. |
| 76 | Carraige of material by mechanical transport avg lead 20km |
| 77 | Soling Stone |
| 78 | Stone Aggregate 40mm nominal size and above |
| 79 | Sand, Stone Aggregate below 40mm nominal size |
| 80 | Cement stone blocks, GI CI AC stainless & CC pipes below 100mm dia and other heavy materials |
| 81 | 150mm D.I Pipes |
| 82 | 100mm DI pipes |
| 83 | 200mm dia |
| 84 | Carriage by manual labour including loading unloading and stacking for lead upto 500m (Cement, stone blocks GI, CI stainless steel & CC pipe below 100mm dia and other heavy materials |
| 85 | Operation & Maintenace Charges@5% of Adv Cost of Quantities (Civil & Mechanical Components) |
| 86 | For Ist Year |
| 87 | For 2nd Year |
| 88 | For 3rd Year |
| 89 | For 4th Year |
| 90 | For 5th Year |
