Construction of a bike stand from near the Shamli Municipal Council office at Panwar Photo Studio to the area opposite Sagar Photo Studio.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. as per Technical Specification Clause 300 I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Disposal of moorum/building rubbish/malba/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement: 4 coarse sand)

CEMENT PLASTER (IN COARSE SAND) 12 5 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) (357.35x0.735x110.21/107-270.53)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, 6 excluding cost of centering, shuttering. finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) (10852.95x0.735x110.21/107-8216.22)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (107.85x0.735x110.21/107-81.64)

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved 3 steel primer using structural steel etc, as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (172.60x0.735x110.21)/107-130.66)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L. hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 1.00 mm thick with zinc coating not less than 275 gm/m² (1457 150 735×110 21/107-1103.13)