|
| 1 | EARTH WORK |
| 2 | Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and sides of foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.including all T&P Phowarah and basket etc. complete |
| 3 | 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 upto 1.5 m.) |
| 4 | 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 50m initial lead, for all leads including all lifts involved. |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. |
| 6 | for grading- IIMaterial |
| 7 | PLAIN CEMENT CONCRETE WORK |
| 8 | Providing and laying Cement concrete with 4cm gauge approved stone ballast, approved coarse sand and cement in the proportion of 1:3:6 (1 cement ; 3 Coarse sand : 6 graded Stone Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work. |
| 9 | REINFORCED CEMENT CONCRETE WORK |
| 10 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 11 | RCC Grade M30 |
| 12 | Height upto 5m |
| 13 | With Batching Plant,Transit Mixer and Concrete Pump & Shuttering |
| 14 | RCC Grade M25 |
| 15 | Height upto 5m |
| 16 | With Batching Plant,Transit Mixer and Concrete Pump & Shuttering |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth and above plinth level. |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | BRICK WORK |
| 20 | M-150 Brick in 1:4 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 21 | As in item 303 above but in superstructure including necessary cutting & moulding of brick as required thickness of walls not to be less than 1 1/2 brick. Add extra labour to above items. |
| 22 | As in item 309 above but for walls of one brick, add for extra labour to the rate of item no. 309. |
| 23 | WOOD AND PVC WORK |
| 24 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). |
| 25 | Second class teak wood |
| 26 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary 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)Second class teak wood 35 mm thick shutters |
| 27 | FLOORING AND CLADDING WORK |
| 28 | Supply and fixing of 15 mm thick wet pour insitu system gets applied in two layer, first layer is of black SBR having 9mm following by 6mm thick layerof EPDM granules, through recommended for jogging. Work includes supplyand fixing along with cartage for leads and lifts as per site requirements forcomplete finishing of work as per the directions of Engineer-in-charge. |
| 29 | Providing and fixing Ist quality ceramic wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in white, cloudy or ordinary colours, tile of size (200x300mm) as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 30 | PLASTERING WORK |
| 31 | 12mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 32 | FINISHING WORK |
| 33 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 34 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 35 | STRUCTURAL STEEL WORK |
| 36 | For Signages, Frame work for chain link fencing etc. |
| 37 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a primer coat of approved steel primer all complete. |
| 38 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 39 | Two or more coats on new work |
| 40 | INTEGRAL CRYSTALLINE WATER PROOFING |
| 41 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, 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 cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar 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 of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 42 | PAVER BLOCKS |
| 43 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. |
| 44 | Providing and laying 60mm 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 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 45 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. |
| 46 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408). |
| 47 | Using Concrete Batching and Mixing Plant |
| 48 | PCC M20 forKerb (Cast in Situ) |
| 49 | Overhead signs |
| 50 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC :67 |
| 51 | CHAIN LINK FENCING |
| 52 | 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, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 53 | RAIN WATER HARVESTING SYSTEM |
| 54 | Boring/drilling bore well of required dia for casing/ strainer pipe, bysuitable method prescribed in IS:2800(Part I ), including collecting sample from different strata , preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90m depth below ground level. |
| 55 | All types of Soil |
| 56 | 300 mm dia |
| 57 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized plc. medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per director of Engineer-in-charge. |
| 58 | 100mm nominal size dia |
| 59 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized plc. medium well screen(RMS) pipes with ribs, conforming to IS: 12818, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per director of Engineer-in-charge. |
| 60 | 100 mm nominal size dia |
| 61 | Supplying, filling, spreading & levelling stone boulders of size range 5cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 62 | Supplying, filling, spreading & levelling gravel of size range 5mm to 10mm, in recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 63 | Supplying, filling, spreading & levelling coarse sand of size range 1.5mm to 2mm, in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 64 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800(part I). |
| 65 | 100 mm dia |
| 66 | PLUMBING & SANITARY WORK |
| 67 | Providing and fixing white vitreous china pedestal type water closet(European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 68 | Providing and fixing wash basin with C.I.Brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls whereever require :White Vitreous China Flat back wash basin size 550 x 400 mm with single 15 mm C.P. brass pillar tap |
| 69 | Providing and fixing white vitreous china flat back half stall urinal of size 580 x 380x350 mm with white P.V.C automatic flushing cistern, with fittings, standard size C.P brass flush pipe, spreaders with unions and clamps(all in C.P brass) with waste fitting as per IS : 2556, C.I trap with outlet grating and other coupling in C.P brass including painting of fittings and cutting and making good the walls and floors whereever required Range of two half stall urinals with 5 litre P.V.C automatic flushing cistern |
| 70 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 71 | Providingand fixingPTMT angle stop cock 15mm nominal bore,weighting not less than 85gms. |
| 72 | Providing and fixing PTMT Bottle Trap for Wash basin:Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. |
| 73 | Providing and fixing 8 mm dia C.P / S.S. Jet with flexible tube upto 1 meter long with S.S triangular plate to Eureopean type W.C of quality and make as approved by Engineer-in-charge |
| 74 | Providing andfixing PTMT grating of approved quality and colour.Circular/square type 100 mm nominal dia/size. |
| 75 | Providing and fixing soil, waste and vent pipesCentrifugally cast (spun)ironsocket & Spigot (S & S) Pipe as per IS 3989 |
| 76 | Providing and fixing M.S. holder bat clamps of approved design to sand cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc. 100mm dia |
| 77 | Providing and fixing plain bend of required degree.100mm dia sand cast ironS & Sas per IS: 3989 |
| 78 | Providing and fixing single equal plain junction of required degree . 100mm sand cast ironS & Sas per IS: 3989 |
| 79 | Providing and fixing terminal guard.100mm dia sand cast ironS & Sas per IS: 3989 |
| 80 | Providing lead caulked joints to sand cast iron / centrifugallly cast (spun) iron pipes and fittings of diametre: 100mm dia |
| 81 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. 100mm inlet and 100mm outlet sand cast ironS & Sas per IS: 3989 |
| 82 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work- Exposed on wall |
| 83 | 32mm nominal bore |
| 84 | 40mm nominal bore |
| 85 | Painting GI pipes and fittings with two coats of anti corrosive bitumestic paint of approved quality. |
| 86 | 32mm nominal bore |
| 87 | 40mm nominal bore |
| 88 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work 100mm diameter pipe |
| 89 | Providing and fixing single unequal plain invert branch of required degree : 100 x 100 x 75mm sand cast ironS & Sas per IS: 3989 |
| 90 | Providing and fixingon wall face unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A, including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75mmdiameter. |
