Completion of Balance work of OHT and Allied works of WSS Adina Draripora. (JKIDFC)

Amount

Earth work in excavation by manual means 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 and disposal of surplus excavated earth as directed.

All kinds of Soil

Ordinary rock

Labour for laying of stones advertised rate.

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 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 40 mm nominal size)

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.

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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying of ............................................. (GSB) with Nallah Agg. Size 90 mm including all carriages.

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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platforms.

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and fixing double scaffoldingsystem ( cup lock type ) on theexterior side of building/ structure, upto 25 mtrs height above groundlevel, including additional rows of scaffolding in stepped manner as perrequirement of site, made with 40mm dia M.S. tube, placed 1.5 mtr.c/c,horizontal and vertical tubes joint with cup and lock system with M.stube, M.S tubes Challis M.S clamps and stairs case system in thescaffolding for working platform etc. and maintaining it in a serviceablecondition of execution of work of cleaning and/ or pointing and/orapplying chemical and removing it their after the scaffolding systemshall be stiffened with bracings, runners connecting with the buildingetc. where ever required. if feasible, for inspection of work at requiredlocation with essential safety features for the work men etc, complete asper directions and approval of Engineer-in-charge.

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied

Providing/ laying and fitting including sucessful testing and jointing of G.I pipes ( as per JS:1239 of 2004 and latest ammendments thereof) complete with fittings excluding trenching and refilling etc ( external work) but including all carriages upto site of work complete Job.

100 mm dia. nominal bore (Light Grade ) including providing and fixing of flanges.

40 mm dia. nominal bore (Light Grade )

25 mm dia. nominal bore (Light Grade )

20 mm dia. nominal bore (Light Grade )

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 ( 150 mm dia Ductile Iron Class K - 7 Pipes )

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. (150 mm dia )

Providing of 100 mm dia G.I bends including cost of flanges and all carriages

12mm Cement plaster finished with a floating coat of neat cement of mix1 : 3 ( 1 cement : 3 fine sand)

Carriage of various materials by Mechnical transport from source upto the dumping site of work including loading , un-loading and stacking etc

Cement/ steel for an avg. lead 20 Kms

Sand For an avg. lead of 35 kms

stone agg. for an avg. lead of 15 kms

M/SMALIK CONSTRUCTION AND ENGINEERING