PROVN OF 01 X TOILET AND BATHROOM IN BLDG NO P-42 (OTM-I) AT 10 JAK LI (OTM-I) AND PROVN OF COVERED DRAINAGE LINE FROM RP GATE TO MAIN DRAINAGE LINE OF 10 JAK LI UNDER AGE B/R-I (S) OF GE (SOUTH) DELHI CANTT-10

Amount

Surface excavation n exc 30 cm deep and averaging 15 cm deep including getting out in any type of soil complete all as specified and directed by Engineer-in-charge.

Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and directed by Engineer-in-charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil, complete all as specified and directed by Engineer-in-charge.

Removing excavated soils n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed by Engineer-in-charge.

M&L for sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed by Engineer-in-charge.

Earth filling under floor, spreading and levelling in layers n exc. 25 cm thick, well ramming including warering as required complete all as specified and directed by Engineer-in-charge.

M&L for PCC 1:4:8 Type D2 40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-charge.

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

M&L for brick work in cement mortar (1:4) using sub class 'B' bricks, straight or curved in plain exc 6 mtr mean radius in half brick th wall complete all as specified and directed by Engineer-in-charge.

M&L for RCC M25, design mix, using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-charge.

M&L for RCC M25, design mix, using 20mm graded aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span mixed cement concrete , complete all as specified and directed by Engineer-in-charge.

M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and directed by Engineer-in-charge.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), work in rough finished flat surfaces of concrete complete all as specified and directed by Engineer-in-charge.

M&L for formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit only shall be paid for under item 611), work in rough finished flat surfaces of concrete complete all as specified and directed by Engineer-in-charge.

S&F 10mm dia TMT bar and over reinforcement cut to length bent to shape required including cranking, bending, binding with MS wire not less than 0.90mm dia complete all as specified and directed by Engineer-in-charge.

S&F 8mm dia TMT bar as in reinforcement cut to length bent to shape required including cranking, bending, binding with MS wire not less than 0.90mm dia complete all as specified and directed by Engineer-in-charge.

M&L for mild steel TMT bars 8mm dia and over upto including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-charge.

M&L for 75 mm thick sub floor of cement concrete 1:4:8 type D-2 using 40mm graded aggregate complete all as specified and directed by Engineer-in-charge.

M&L 75mm thick PCC 1:3:6 type C2 as in plinth protection finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for hardcore of broken stone or boulders gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and remmed to a true surface, complete all as specified and directed by Engineer-in-charge.

M&L for coloured glazed ceramic tiles 300mmx200mm x 7 mm thick on vertical surface as in dados set and jointed in neat cement sturry and pointed in coloured cement to match over and including rendering 10mm thick with CM 1:4 complete all as specified and directed by Engineer-in-charge.

M&L for non skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc set & jointed in neat cement slurry & pointed in coloured cement to match over and including 15mm thick screed bed in cm 1:6 for laying floor finish complete all as specified and directed by Engineer-in-charge.

M&L for 15 mm thick rendering on brick or concrete surfaces in CM 1:4 finished even and smooth surface wihtout using extra cement on ext wall of up to four stories bldgs complete all as specified and directed by Engineer-in-charge.

All same as per item No 23 above but other than fair faces in CM 1:6.

M&L for 10mm thick cement mortar plastering in CM 1:4 on conc surfaces as in ceiling complete all as specified and directed by Engineer-in-charge.

S&F solid PVC door frame of size 50 x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube, supplying & fixing in opening as per specification & drawing complete all as specified and directed by Engineer-in-charge.

S&F factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails, MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheet for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stils & rails with suitable PVC sheet beading and joined together with solvent cement, supplying & fixing in the frame at site as per specification & drawing complete all as specified and directed by Engineer-in-charge.

S&F powder coated aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified and directed by Engineer-in-charge. Make: (i) For window- Jindal Section No.20045, 63.50mm x 38.10mm x 0.75mm thick, Wt. @ 0.455Kg/RM(ii) For Door- Jindal Section No.20029, 101.60mm x44.45mm x 1.60mm thick, Wt. @1.301Kg/RM as per site requirment.

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

S&F 100mm long extruded aluminium alloy handle complete all as specified and directed by Engineer-in-charge.

S&F 100mm long butt hinges stainless steel complete all as specified and directed by Engineer-in-charge.

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

M&L for preparation of newly plastered surfaces on walls complete and applying two coats of white wash (white or tinted) complete all as specified and directed by Engineer-in-charge.

All same as per item No. 34 above but two coats of white wash on ceiling

M&L for 110mm bore PVC (SWR) pipe conforming to relevant IS single socketed in any length with rubber ring joint and fixed to wall complete incl taking down old rain water pipes complete all as specified and directed by Engineer-in-charge.

M&L for PVC (SWR) bend of any radius suitable for 110mm bore of pipe complete all as specified and directed by Engineer-in-charge.

S&F 500 Ltr capacity rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) tripple layered white hoisted and fixed in position complete all as specified and directed by Engineer-in-charge.

S&F 20 mm ball valves high pressure of PTMT with epoxy coated aluminium rod & high-dencity plastic ball screwed for iron pipe (minimum weight 210 gms) complete all as specified and directed by Engineer-in-charge.

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

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

S&F 15 mm bib tap, chromium plated,fancy type cast copper alloy with cratch or butterfly handle, screwed down complete all as specified and directed by Engineer-in-charge.

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

M&L for stop valve cast copper alloy, screwed down both ends high pressure, with crutch or butterfly handle, fixed, 20 mm internal bore complete all as specified and directed by Engineer-in-charge.

S&F vitreous china squatting pan, Orrisa pattern, size 580 x 440 mm white , with integral foot rests ( excluding flushing cistern and flush pipe) complete all as specified and directed by Engineer-in-charge.

S&F vitreous china urinal bowl type,flat back, size of 465x355x265 mm white with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe) complete all as specified and directed by Engineer-in-charge.

S&F 10 ltr capacity PVC valave less, syphonic action type, flushing cisten, low level,white, with inlet, ball valve, float and handle including brackets and flush pipe for indian WC etc complete all as specified and directed by Engineer-in-charge.

S&F PVC connection 15 x 450 mm including nuts & washers complete all as specified and directed by Engineer-in-charge. Make:- Prayag/ Symat

M&L 20 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed by Engineer-in-charge.

S&F Counter wash hand basins of oval shape of size 550 x 450mm including 32 mm dia PVC waste pipe and CP waste grating complete all as specified and directed by Engineer-in-charge. Make 'Parryware' or equivalent as approved by GE.

S&F pillar taps, cast copper alloy, with capstan heads, chromium plated,fency type, screwed down high pressure, with or without lettered (Hot or cold) with long screwed for 15 mm dia iron pipe and fixed complete all as specified and directed by Engineer-in-charge.

S&F 100 mm dia cast iron soil, waste and vent pipe in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed by Engineer-in-charge.

All as per item No 52 above but dia of pipe 75mm.

S&F 100 mm dia C I Traps 'S' type complete all as specified and directed by Engineer-in-charge.

S&F 100 mm dia C I bends ( any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-charge.

All same as per item 55 above but 75 mm dia.

S&F cast iron cowl for 50mm dia vent pipes complete all as specified and directed by Engineer-in-charge.

S&F 100 mm bore cast branch pieces, single ( equal or unequal), ordinary or inverted ( spigot or socket type) or with parallel branches complete all as specified and directed by Engineer-in-charge.

M&L for 75 mm out let dia CI floor trap with grating incl jointing to waste pipe in run lead complete all as specified and directed by Engineer-in-charge.

S&F towel rail 600mm long 20mm dia aluminium anodised chromium plated fixed with wooden guities embeded in cement mortar (1 : 3) with steel screws etc complete all as specified and directed by Engineer-in-charge.

S&F soap dish chromium plated brass fixed with brass nuts and screws as in repair complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surfaces on walls complete incl two coats of cement based paint white or tinted complete all as specified and directed by Engineer-in-charge.

M&L for 10 mm thick rendering in CM 1:3 over concrete surfaces (roof) mixed with water proofing compound @ 3% by weight of cement complete all as specified and directed by Engineer-in-charge. Note: Water Proofing compound shall be measured and paid for separately as "Supply Only"

M&L for APP based polymeric membrane minimum weight 3 Kgs/Sqm and minimum 3 mm thick reinforced with polyester non-woven fabric ( wt not less than 160 gms/sqm laid over primed surface with bituminous primer conforming to IS- 3384 @ 0.3 litre/sqm by forced and finishing with preventive coat with aluminium paint @ 100ml/Sqm over a coat bitumen grade 85/25 @ 1.2 Kg/Sqm complete all as specified and directed by Engineer-in-charge. Note:- (i) Applying one coat of bituminous primer conforming to IS-3384 @0.3 Ltr per Sqm (ii) Laying of APP based membrane as specified thick ness and weight (iii) Applying one coat bitumen grade 85/25 @1.2 kg/Sqm (iv) Applying two coat of aluminium paint @ 100 ml/sqm

Supply only water proofing compound complete all as specified and directed by Engineer-in-charge.

M&L for cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in coping incl necessary form work complete all as specified and directed by Engineer-in-charge.

M&L for cement concrete type B2, (1:2:4) using 40mm graded stone aggregate as in surface channels and drains complete all as specified and directed by Engineer-in-charge.

M&L for extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms mounds, mitred/stopped end etc. complete all as specified and directed by Engineer-in-charge.

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

M&L for precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate perforated drain cover slab in landings, cover slabs (for manholes etc) chullah hoods, chajjas, shelves and similar articles with plain faces, set in CM 1:4 including necessary form work moulds etc complete all as specified and directed by Engineer-in-charge.

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

Note:- The contract sum shall be after deducting the amount of Credit shown in Credit Schedule of this Tender.

M/S GOPAL JEE SINGH

Vipul Construction

Balaji Constructions