PROVISION OF TOILET BLOCK FOR TROOPS OF 230 MED REGT AT HATTIGOR AND OTHER SANCTIONED WORKS AT HATTIGOR MILITARY STATION UNDER GE RANGIA

Amount

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

M&L for brick work with sub-class `B' old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge.

M&L for 15 mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar (1:4) and surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge.

M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge.

M&L for 75 mm thick cement concrete type C2, 1:3:6 (using 40 mm graded stone aggregate) as in flooring/ hard standing/ pavings / plinth protections, finished even and smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge.

M&L precast coloured cement concrete chequered tiles 300x300x25mm thick set jointed and pointed in with grey cement and pigment laid over and including 20mm thick screed bed in CM 1:4 on footpath, 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.

M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete 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 floor, finished even and smooth using extra cement complete all as per specified and as directed by Engineer-in-charge.

M&L for 15 mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar (1:6) and surface finished even and smooth without using extra cement complete all as 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 over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge.

M&L for 20 mm thick granite (of any type) slab, machine cut, bedded & jointed with grey cement slurry & pointed with white cement with admixture of pigmint to match the shade of granite stone including griding & polishing complete all as specified and as directed by Engineer-in-charge.

M&L for 20 mm thick granite (of any type) tiles in verticle surfaces such as skirting/dado, machine cut, bedded & jointed with grey cement slurry & pointed with white cement with admixture of pigmint to match the shade of granite stone including griding & polishing complete all as specified and as directed by Engineer-in-charge.

M&L precast coloured cement concrete chequered tiles 300x300x25mm thick set jointed and pointed in with grey cement and pigment laid over and including 15mm thick screed bed in CM 1:6, complete all as per specified and as directed by Engineer-in-charge.

M&L for construction of soakage well including excavation in any ordinary soil, foundation in PCC (1:3:6) type C1, walls of honey combed brick masonary with top ring of RCC (1:1.5:3) type A1 concrete including intercepting chamber and screen chamber made of brick masonary in CM (1:4), RCC cover slab in (1:1.5:3) type A1 cover, inter connecting pipes of RCC/DWC , filled with brick bats of size 2.4 M Dia X 3.00 M effective depth complete all as per specified and as directed by Engineer-in-charge.

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.

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.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as per specified and as directed by Engineer-in-charge.

Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge.

M&L for PCC (1:4:8) type D2 ( 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 RCC (nominal mix) type B-1, 1:2:4 (20 mm graded Agg) as in slab supported on walls, beams, columns in floors, roofs, landings, balconies, canopies, deck slabs, etc. complete all as per specified and as directed by Engineer-in-charge.

M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilivers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. fair finished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge.

M&L for mild steel TMT bars 10 mm dia. and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge.

M&L for brick work with sub class 'B' bricks, straight or curved on plan exc. 6m mean radius in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge.

M&L for 15 mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar (1:4), mixing with water proofing compound @ 3% by weight of cement consumed and surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge.

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

M&L for preparing new plastered surfaces and applying two coats of cement base paint on one coat of white wash on surfaces of walls, complete all as specified and as directed by Engineer-in-charge.

S&F GI tube 15 mm bore medium grade with fittings and fixed complete to wall, ceiling or laid in floor complete all as specified and as directed by Engineer-in-charge.

S&F GI tube 20 mm bore medium grade with fittings and fixed complete to wall, ceiling or laid in floor complete all as specified and as directed by Engineer-in-charge.

S&F GI tube 25 mm bore medium grade with fittings and fixed complete to wall, ceiling or laid in floor complete all as specified and as directed by Engineer-in-charge.

S&F 15 mm bore chromium plated bib taps, cast copper alloy, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and as directed by Engineer-in-charge.

S&F 20 mm bore stop valve cast copper alloy, with crutch or butterfly handle, screwed down, high pressure screwed both ends for iron pipe or for unions complete all as per specified and as directed by Engineer-in-charge.

S&F rotational moulded polyethylene water storage tanks (cylinderical, vertical with closed top) of 1000 Ltrs capacity hoisted and fixed in position including 20 mm bore PVC float valve, complete all as per specified and as directed by Engineer-in-charge.

M&L for concrete bed to 150mm dia drain pipes including packing under & haunching against the sides of pipes with concrete after they are laid & tested in PCC (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) complete all as per specified and as directed by Engineer-in-charge.

M&L of Reinforced concrete pipes of size 150mm, class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer in Charge.

M&L brick work with sub class ‘B’ bricks (locally available best quality) straight or curved on plan exceeding 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engineer in Charge.

M&L for mild steel TMT bars 6 to 8 mm dia in reinforcement cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge.

M&L for for precast cement concrete (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as specified and as directed by Engineer-in-charge.

M&L for construction of soakage wells including excavation in any ordinary soil, foundation in PCC (1:3:6) type C1, walls of honey combed brick masonary with top ring of RCC (1:1.5:3) type A1 concrete including intercepting chamber and screen chamber made of brick masonary in CM (1:4), RCC cover slab in (1:1.5:3) type A1 cover, inter connecting pipes of RCC/DWC , filled with brick bats of size 1.8 M Dia X 3.00 M effective depth complete all as specified and as directed by Engineer-in-charge.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and as directed by Engineer-in-charge.

M&L for RCC type A-I (1:1.5:3) as in foundation beams; plinth beams; bases for columns, etc. complete all as per specified and as directed by Engineer-in-charge.

M&L for RCC type A-I (1:1.5:3) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as per specified and as directed by Engineer-in-charge.

M&L for Formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter fair finished surface of concrete flat 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.

S&F second class hardwood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, complete all as per specified and as directed by Engineer-in-charge.

S&F 35 mm thick Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides, complete all as per specified and as directed by Engineer-in-charge.

S & F 100 mm long medium weight, cold rolled mild steel butt hinges, complete all as specified and as directed by Engineer-in-charge.

S & F 150 mm long Extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge.

S&F aluminium alloy 300mm anodised sliding door bolts with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast - aluminium alloy, complete all as specified and as directed by Engineer-in-charge.

M & L for preparation of newly untreated wood or wood based surfaces of any description, exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge.

M&L 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm graded stone aggregate) in flooring/ hard standing/pavings/plinth protections, finished even and smooth using extra cement 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 floor, finished even and smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge.

M&L rendering 10mm thick in cement mortar 1:6 be finished fair & even without using extra cement, complete all as specified and as directed by Engineer-in-charge.

M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge.

M&L 40 mm thick cement concrete type B1, 1:2:4 (using 20 mm graded stone aggregate) as in floors, finished even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge.

S&F solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet rainforced with MS square tube in opening as per specification complete all as per specified and as directed by Engineer-in-charge.

S&F factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, complete all as per specified and as directed by Engineer-in-charge.

S&F 125mm long aluminium anodised barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge.

S & F 75 mm long medium weight, cold rolled stainless steel Butt hinges complete all as per specified and as directed by Engineer-in-charge.

S & F 75 mm long Extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge.

M&L for PCC (1:2:4) type B-1 ( using 20 mm grade crushed stone aggregate) as in copping, bed plates, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets with necessary form work as required complete all as specified and as directed by Engineer-in-charge.

S&F Pre-painted galvalume aluminium zince 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 MS steel work in tubular trusses including special shaped washers etc., complete using ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240, complete all as per specified and as directed by Engineer-in-charge.

M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge.

S&F 15 mm bore angle valve cast copper alloy, with crutch or butterfly handle, screwed down, high pressure screwed both ends for iron pipe or for unions complete all as specified and as directed by Engineer-in-charge.

S&F 15mm dia PVC connection pipe with PTMT nuts of length 450mm complete all as specified and as directed by Engineer-in-charge.

S&F 110 mm dia PVC (SWR) pipes single socketed with rubber ring joints, in any length, laid in trenches or in floors, complete all as per specified and as directed by Engineer-in-charge.

S&F 75 mm dia PVC (SWR) pipes single socketed with rubber ring joints, in any length, laid in trenches or in floors, complete all as per specified and as directed by Engineer-in-charge.

S&F 75 mm dia bore PVC (SWR) bends/tees diminishing pieces or tapers (large bore measured 75 mm) , complete all as specified and as directed by Engineer-in-charge.

S&F 75mm PVC (SWR) multi floor trap with grating including jointing with solvent cement complete all as per specified and as directed by Engineer-in-charge.

S&F 110 mm bore PVC (SWR) vent cowl complete all as specified and as directed by Engineer-in-charge.

S&F Vitreous China squatting pan "Orissa" patern size 580x440mm white with integral foot rest including connection to trap and to flushing pipe, anti-syphonage pipe, etc including 'P' or 'S' trap and including concrete complete all as specified and as directed by Engineer-in-charge.

S&F PVC 10 ltr capacity low level flushing cistern white with inlet ball valve float and braket and 32 mm bore PVC flush pipe, complete all as per specified and as directed by Engineer-in-charge.

S&F grating round 75 mm dia of PTMT (minimum weight 25 grams), complete all as per specified and as directed by Engineer-in-charge.

S & F Vitreous China Ware Wash hand basin white, flat back, size 550 x 400 mm size (flat back or angle back type) including cutting for and pinning ends of brackets or erecting stand and waste coupling of size 32 mm and waste pipe 32 mm, etc., complete all as per specified and as directed by Engineer-in-charge.

S&F 15 mm bore Fancy type pillar taps, Cast Copper alloy, with capstan heads, chromium plated, screwed down high pressure with or without lettered Hot or Cold with long screwed shanks and fly nuts, screwed for iron pipe and fixed complete all as per specified and as directed by Engineer-in-charge. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.

M/S SITAL BUILDERS

RAJKAMAL ENTERPRISE