PROVN OF HARD STANDING AT 452 COY ASC (SUP) PROVN OF FOOTPATH SHED FROM BLDG NO T-291 TO T-284 (A COY TO HQ COY) IN 17 JAK LI PROVN OF JAFFERY WALL IN OR TOILET BATHROOM AND LINE AREA IN 166 MTN BDE SIG COY AND PROVN OF JAFFERY PERIMETER W

Amount

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.

Surface dressing not exc. 15 cm deep in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.

Removing excvated materials (soils) exceeding 500 m but not exc. 1.5 Km and deposited where directed at a level not exc. 1.50 M above the starting point in soil, complete all as specified and as directed by Engineer-in-charge.

Removing excavated materials (soils) not exc. 50.00 m and deposited where directed at a level not exc. 1.50 M above the starting point in soil, complete all as specified and as directed by Engineer-in-charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge.

Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soil to a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (incl backing), removing serviceable tiles to store and rubbish off the premises complete all as per specified and as directed by Engineer-in-charge.

M&L for PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in copings and other similar including form work (straight or curved), complete all as per specified and as directed by Engineer-in-charge.

M&L for PCC 1:3:6 Type C2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge.

M & L for PCC(1:4:8) type D-2(using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed by Engineer-in-charge.

M&L for Reinforced cement concrete (Nominal Mix) 1:1.5:3 type A1 (using 20 mm graded aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed by Engineer-in-charge.

Providing formwork to sides and soffits of floor or roof beams, beam haunching's, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. rough finished surfaces of concrete flat etc., complete all as per specified and as directed by Engineer-in-charge.

M&L for brick work with fly ash old sized Bricks straight or curved on plan exc 6m mean radius built in Cement morter 1:6, complete all as per specified and as directed by Engineer-in-charge.

M&L for 150mm thick cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in path/ steps laid finished even & fair without using extra cement, complete all as per specified and as directed by Engineer-in-charge.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand, complete all as per specified and as directed by Engineer-in-charge.

M&L for 100 mm thick PCC (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) as in sub base of flooring/ hard standing complete all as specified and as directed by Engineer-in-charge.

M&L Chequered cement concrete tiles 30cm x 30cm x 25mm thick set jointed and pointed in with grey cement and pigment laid over floor and pointed in neat cement slurry in floors including 15 mm thick screed in CM (1:4), complete all as specified and as directed by ngineer-in-charge.

M&L for steel work in tubular truss including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240, complete all as specified and as directed by Engineer-in-charge.

S&F Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge.

S&F of Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge.

M&L for mild steel TMT bars 6 mm to 8 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips quality confirming to Fe-410-S 0r Fe-410-O, complete all as per specified and as directed by Engineer-in-charge.

M&L for mild steel TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips quality confirming to Fe-410-S 0r Fe-410-O, complete all as per specified and as directed by Engineer-in-charge.

M&L for (10+10) mm thick plaster of cement mortar (1:4) rendering on fair faces of brick work in two layers (10mm & 10mm) mixed with water proofing compound in top layer 200 ml per beg of cement and finishing the surface fair and even without using extra cement complete all as specified and as directed by Engineer-in-charge. (Note: WPC shall be measured and paid separately as supply only under relevent item.)

Supply only Liquid water proofing compound confirming to IS complete all as per specified and as directed by Engineer-in-charge.

M&L for precast cement concrete PCC 1:2:4 type B0 (using 12.5 mm graded Aggregate) as in blocks, louvres and jallies, 25mm thick (measured solid), including all mouldings and similar articles with plain faces set in cement mortar 1:4, complete all as specified and as directed by Engineer-in-charge. Note:- Pre cast frame shall be measured and paid separately

M&L for preparing new plastered surface of walls and applying two coats of acrylic exterior emulsion (weather coat) paint (1st grade quality paint) over a coat of primer etc, complete all as per specified and as directed by Engineer-in-charge.

M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge.

M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. complete all as specified and as directed by Engineer-in-charge.

M/S A.B. MITRA (BID ID -3492449)

M/S BISHAL ENTERPRISES (BID ID -3492495)