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| 1 | Construction of 500MT Godown with PaveyardEarth work in excavation of foundation trenches in hard soil soil including moorum, stony earth and earth mixed with boulders except sheet rock and boulders required depth and depositing the excavated materials away from the work site with all leads and lifts including shoring shuttering & dewatering (if required) with cost of labour hire & running charges of waterpumps sundries & T & P required for the work complete as directed by the Engineer in charge. |
| 2 | Supplying and filling plinth with sand well watered and rammed in layers not exceeding 23 cm in depth with all lead and lift including cost, conveyance,loading,unloading,royalities and taxes of all materials cost of all labour sundries T&P required for the work etc complete in all respect as directed by the engineer in charge (Measurement will be taken on finished compacted section only.) |
| 3 | Filling F&P with excavated material including cost of all materials labour etc. complete in all respect. |
| 4 | Collecting,supplying & labour for soling the road surface with soling stones including filling the interstices with sand watering and compaction to requied density including cost &conveyance of soling stone. |
| 5 | Providing and laying PCC (1:3:6) in foundation & plinth using 40mm size crusher broken HG metal of approved quality from approved quarry including hoisting. Lowering and laying concrete to the required level ramming, watering & curing etc complete including cost conveyance of all materials with all taxes and royalties all labour with sundries T&P including hire and running charges of machineries required for the work etc complete in all respect and as per the direction of Engineer-in-charge. |
| 6 | Random rubble H.G masonary in c.m(1:6) in foundation |
| 7 | Providing, lifting, hoisting and laying Reinforced Cement Concrete of M-20grade inColumn base, Column Footings, Raft Foundation,StemoftheColumns, beams, chaujja, fin, lintel, stair case, jali , shelvesandslab etcas per approved designs and drawings having a minimum compressive strength ( in work test)20N. / Square mm. in 15 cm. cubes at28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips of approved quality from approved quarry, washed and cleanedto be mixed in concrete mixturewith approved quality of cementincluding hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days including, centering and shuttering then after dismantling and removing thedebrises away from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, (A) plinth band |
| 8 | Column base |
| 9 | COLUMN AND BEAM (Upto5mt) |
| 10 | lintel band |
| 11 | Column & beam |
| 12 | wall band |
| 13 | Cutting,Straightening coiled or bent up M.S plain HYSD/TMT reinforcement bars welding or jointing if necessary bending,binding,tying the grills as required for R.C.C works,providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance,loading, unloading & taxes of M.S plain/HYSD/TMT reinforcement bars and binding wires of 18 to 20 gaugo required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S plain/HYSD/TMT reinforcement bars consumed in the work only. |
| 14 | C.C (1:2:4)with 12mm size HG chips including all cost, conveyance,royalty & taxes etc.comp.to work site as per the specification approved by the department & direction of E.I.C |
| 15 | Providing FlyAsh brick masonry work in Super Structurewith fly ash bricks 25cmx12 cm x8 cm tolerance of ± 2% sizebricks having crushing strength not less than 75 kg/cm2 with cement mortar 1 cement: 6 sands with all necessary projection, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour,conveyance, loading ,and unloadining, taxes, royalties, scaffolding, watering, curing, sundries, tools and plants, etc., as per the direction of the Engineer-in-charge.upto 3mtr |
| 16 | Providing FlyAsh brick masonry work in Super Structurewith fly ash bricks 25cmx12 cm x8 cm tolerance of ± 2% sizebricks having crushing strength not less than 75 kg/cm2 with cement mortar 1 cement: 6 sands with all necessary projection, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour,conveyance, loading ,and unloadining, taxes, royalties, scaffolding, watering, curing, sundries, tools and plants, etc., as per the direction of the Engineer-in-charge.Above 3mtr |
| 17 | Providing 12 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with cement and screened & washed sharp sand for mortar and finished smooth to the rough surface of the brick masonry wall after racking out joints (along with providing grooves wherever necessary) including watering and curing rounding of corner etc. complete with cost, conveyance, loading, unloading, royaltiesand taxes of all materials, cost all labour, I & P, sundries and scaffolding required for the work etc as directed by the Engineer in charge.upto3mtr |
| 18 | Providing 12 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with cement and screened & washed sharp sand for mortar and finished smooth to the rough surface of the brick masonry wall after racking out joints (along with providing grooves wherever necessary) including watering and curing rounding of corner etc. complete with cost, conveyance, loading, unloading, royaltiesand taxes of all materials, cost all labour, I & P, sundries and scaffolding required for the work etc as directed by the Engineer in charge.Above 3mtr |
| 19 | Providing 16 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with cement and screened & washed sharp sand for mortar and finished smooth to the rough surface of the brick masonry wall after racking out joints (along with providing grooves wherever necessary) including watering and curing rounding of corner etc. complete with cost, conveyance, loading, unloading, royaltiesand taxes of all materials, cost all labour, I & P, sundries and scaffolding required for the work etc as directed by the Engineer in charge.upto 3mtr |
| 20 | Providing 16 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with cement and screened & washed sharp sand for mortar and finished smooth to the rough surface of the brick masonry wall after racking out joints (along with providing grooves wherever necessary) including watering and curing rounding of corner etc. complete with cost, conveyance, loading, unloading, royaltiesand taxes of all materials, cost all labour, I & P, sundries and scaffolding required for the work etc as directed by the Engineer in charge.Above 3mtr |
| 21 | Supplying fitting and fixing of M.S.rolling shutters of approved size including carriage (market rate.) |
| 22 | Supplying, fabrication,fitting ,fixing & erection of M.S. angular truss & purlins . |
| 23 | Painting two coats with approved synthetic enamel paints of Asian / Berger/Dulox makeand of approved colour, shade to new Iron & wood workover a coat of red-oxide primer of Asian / Berger make including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge. Note :- Sample of Paint & Primer shall be approved before procurement and use. |
| 24 | Supplying fitting and fixing of precoated Galvanized iron profile sheet semi gloss of 1000mm width and total coated thickness 0.45mm in roof drilling hole in wind ties including fixing of ridges valleys, wind ties including fixing of ridges valleys,wind ties etc. complete including cost of sheet and all fitting,all taxes labour,T&P etc.complete as per direction of Engineer-in-charge. |
| 25 | Supplying fitting and fixing of holding down bolts(600mm X 200mm) & base plate of 8mm thicknessincluding all cost labour etc. complete. |
| 26 | Distempering two coat to wallswith distemper of approved shade on new work to give an even shade excluding cost of distemper per sqm (data for 10 sqm)UPTO 3MTR |
| 27 | Distempering two coat to wallswith distemper of approved shade on new work to give an even shade excluding cost of distemper per sqm (data for 10 sqm)ABOVE 3MTR |
| 28 | Painting two coats with fungal resistance weather seal coat of approved shade of make Dulux / Asian / Berger (Apex Ultima quality) over a coat of primer by means of brush to out side surface of walls after cleaning the surface including watering, curing etc complete in all floors including cost, conveyance, taxes of all materials, labours, sundries, T&P required for the work etc. complete in all respect as per specification & direction of Engineer-in-charge.UPTO 3MTR |
| 29 | Painting two coats with fungal resistance weather seal coat of approved shade of make Dulux / Asian / Berger (Apex Ultima quality) over a coat of primer by means of brush to out side surface of walls after cleaning the surface including watering, curing etc complete in all floors including cost, conveyance, taxes of all materials, labours, sundries, T&P required for the work etc. complete in all respect as per specification & direction of Engineer-in-charge.ABOVE 3MTR |
| 30 | Antitermitetreatmentin foundations trenches,flooring with appropved chemicals including the costofmaterials and labour. |
| 31 | Labour charges for fixing glass strips of depth 0.075m. in joints in floor per 1 metre including cost of glass. |
| 32 | Cement punning with redoxide mix using 3.5 kg. of red oxide per 50 kg. of cement 1:3 poishing with carborandum stone. |
| 33 | Supplying,fitting & fixing of steel ventilator( 600 mmx600mm) glazed composite with M.S.Grill outside iron frame with glass pairs including supplying & fixing of putty & wire clips,screw & nails & cost of materials . |
| 34 | Supplying,fitting & fixing of steel ventilator glazed composite with M.S.Grill outside iron frame welded with wire netting ormesh with glass pairs including supplying & fixing of putty & wire clips,screw & nails & cost of materials . |
| 35 | Cost, conveyance and labour for admixing sand & moorum(40:60) and spreading in sub basenot exceeding 22.5cm in thickness and compaction to required density in OMC with PRR including hire and running charges of PRR as per specification and direction of Engineer-in-charge. |
| 36 | Cost,conveyance and labour for spreading stone screened dust and consolidation with PRR including watering ,cost and conveyance of stone screen dust etc complete |
| 37 | Cost,supplying & labour for spreading metal 40 mm to 62 mm for IRC Gr.II metalling to an uniform thickness of 100 mm compacted to 75 mm. And packing the voids with small stones and hand packing the same to proper camber including conveying spreading of filler materials and filling the interstices by spreading the same over the surface watering &consolidation with PRR including hire &running charges of PRR complete including all cost of material conveyanve, royalties,taxes etc. complete. |
| 38 | Inserting bituminousexpansion joints Board12 mm. thick of depth 0.075 m. including cleaning . |
| 39 | Sinking Tubewell. Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigsor combination drilling rigs as required to suit the site condition with the use of own rigs with its accessories, toolsand plant, and consumables etc., for lowering ofdia P.V.C./ G.I. pipes foe housing, fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I./ P.V.C. casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tudewell). Drilling of 125mm dia bore—0 mtr. to 30 mtrs. |
| 40 | Drilling of 100mm dia bore – 30 mtrs to 60 mtrs |
| 41 | Lowering the following size GI/PVC pipes with or without slotted pipes as per the necessity from ground level upto 40 mtrs depth and fitted and fixed up in perfectly vertical position, including cutting and threading pipe and slotted pipe and supplying and fixing all jointing materials, tools and plant etc., complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign materials from above. Lowering of 125dia – 0 mtr. To 30 mtr. |
| 42 | Cleaning and developing the tubewell using their own compressor continuously worked till clear and adequate discharge is obtained from the tubewell including supply and use of all necessary equipment and labours per the direction of Engineer-in-charge.Developing the tubewell – 1 item |
| 43 | Cost of construction of platform for I.M. I I hand pump as per specification and design including drain. |
| 44 | Cost of I.M. hand pump with cylinder,connecting rods and other materials including 24 mtrs,32 mm dia PVC niser pipe |
| 45 | Cost.supplying of 125 mm N.D.(Sch 80 ) P.V.C. pipeetc complete |
| 46 | Frting and fixing of IM II hand pump and tube well. |
