Construction of Gobardhan Plant at Bakhiakar Block Handwara ( Civil Part)

Earthwork in excavation by mechanical means (hydrau;ic excavator) in trenches for foundations, drains, pipes,cables etc (not exceeding 1.5m in width) and for shafts, wells, cesspits, and the like not exceeding 10sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including getting out excavated earth and disposal of the same as directed in all kinds of soils

Extra for additional lift of 1.5m or part there of in excavation banling excavated or stacked materials

Filling ith 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 atering lead upto 50m for a lift

Provinding and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level in 1:3:6 mix (1cement: 3manufactured sand derived from recycled concrete aggregate: 6 graded stone aggregate with 20mm nominal size recycled concrete aggregate) with all carriages, loading, unloading and stacking etc complete job

Centring and shuttering including propping, strutting and removal of form work for foundations, footings, bases of columns for mass concrete

Provinding and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level in 1:1.5:3mix (1cement: 1.5 coarse sand (zone-iii) including manufactured sand derived from recycled concrete aggregate upto 20%: 3 graded stone aggregate with 20mm nominal size recycled concrete aggregate) with all carriages, loading, unloading and stacking etc complete job

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: 1:1.5:3mix (1cement: 1.5 coarse sand \ including manufactured sand derived from recycled concrete aggregate upto 20%: 3 graded stone aggregate with 20mm nominal size recycled concrete aggregate

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1cement: 1.5 coarse sand \ including manufactured sand derived from recycled concrete aggregate upto 20%: 3 graded stone aggregate with 20mm nominal size recycled concrete aggregate

Centring and shuttering including propping, strutting and removal of form work for foundations, footings, bases of columns for mass concrete

Centring and shuttering including propping, strutting and removal of form work for foundations, footings, bases of columns for mass concrete : alls of any thickness including attached pilasters, buttresses, plinth and string courses etc

Extra for shuttering in circular rk (20% of respective cenetering and shuttering items)

Lintel beams, plinth beams, girders, bressuments and cantilevers

Columns, piers, abutments, pillars, posts and struts

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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

Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Providing and fixing precoated galvanised steel sheet roofing accessories0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter .(600 mm over all girth

12mm thick cement sand plaster in 1:4mix (1cement:4 fine sand)

20mm thick cement sand plaster in 1:4mix (1cement:4 fine sand)

Cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement 20mm cement plaster

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

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 and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing, laying and fixing SR pipes with collars jointed with solvents. This includes trenching, refilling, jointing of pipes and fitting withsolvent, testing of joints complete. 150mm dia SR pipe