Construction of 3000 glns Sump Tank GSR including Valve Pit and Drain at Morha Lanthi Ward No 05 Pyt Sersundwan Block Bhomag under CDF

Earth work in bulk excavation by Manual means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil

Providing and laying in position cement concrete of specified grade including curing but excluding 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)

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: - All works upto plinth level

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: - All works above plinth level upto floor V level

Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Supply of stone in Horizontal on level (Nallah 225mm nominal size)

Dumping and filling of stone in Horizontal on level

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 of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete

Extra for shuttering in circular works

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc

Extra for shuttering in circular works

Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for Arches, domes, vaults upto 6 m span

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)

Extra for plastering done on moulding cornices or architraves including neat finish to line and level :In one coat

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm 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

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm)

Providing and mixing water proofing material ofapproved make in cement concrete work @ 1 kg per 50 kg of cement.

Providing and fixing Plain PVC Bends (ISI) of Required Degree 80 mm Dia (LMR)

Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100mm dia. (medium) nominal bore for washout/ delivery main / over flow welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe.

Carriage of cement from Nearest Market (to be identified by EngIneer in Charge) by Mechanical Transport to Road Side including cost for loading ,unloading & stacking for an av. distance of Average 25 KM.

Carriage of cement by Manual mean from Road Side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of 500 Mtrs.

Carriage of steel from Nearest Market (to be identified by EngIneer in Charge) by Mechanical Transport to Road Side including cost for loading ,unloading & stacking for an av. distance of Average 25 KM.

Carriage of Steel by Manual mean from Road Side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of 500 Mtrs.

Carriage of sand by Mechanical Transport from Source (to be identified by Engineer in charge) to Road Side including cost for loading , unloading & stacking for an av. distance of Average 45 KM.

Carriage of sand by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 500 Mtrs.

Carriage of stone aggregate (Crushed) upto 40 mm nominal size by Mechanical Transport from source (to be identified by Engineer in charge) to Road Side including cost for loading , unloading & stacking for an av. distance of Average 40 KM.

Carriage of stone aggregate (Crushed) upto 40 mm nominal size by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 500 Mtrs.

Carriage of soling stone / boulder by Manual mean from local nallah (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 500 Mtrs.

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