PROVN OF ASSY SHED IN CHILDREN SCHOOL MATHURA AND OTHER SANCTIONED WORK UNDER AGE BR II OF GE WEST MATHURA

Amount

Excavation over areas exc 1.5m but not exc 3m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation over areas not exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation in trenches in soft/loose soil not exc. 1.5 M wide and not exc. 1.5 M deep and getting out including forming bottom to required level or slope for laying pipe and concrete bed or for manhole etc not exc. 10 Sqm on plan all as specified and directed by Engineer-in-Charge. (Pipe and concrete bed shall be measured and paid separately).

Removing excavated material n.exc 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point in soft/loose soil complete all as specified and directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm each layer in soft/loose soil complete all as specified and directed.

Removing surplus soil to a distance exc 250m but n.exc. 500m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and directed.

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

M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in foundations, including rafts, footings, foundations beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed.

M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed.

M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in beams, cantilevers, bressumers, lintels over 1.5 m span complete all as specified.

M&L for reinforced cement concrete M-30 design mix using 20mm graded stone aggregate as in foundations, including rafts, footings, foundations beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed.

M&L for reinforced cement concrete M-30 design mix using 20 mm graded crushed stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like, any thickness;, above top of footings including attached pilasters and buttresses complete all as specified and directed by Engineer-in -charge.

M&L for reinforced cement concrete M-30 design mix using 20 mm graded crushed stone aggregate for slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and other similar works complete all as specified and directed and directed.

Formwork to sides of concrete foundations 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 for rough finished of flat surface complete all as specified and directed.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams etc. for rough finished surface of concrete complete all as specified and directed.

Formwork to sides of pillers, posts, struts, piers, columns and stanchions of square , rectangular or polygonal for rough finished surface of concrete complete all as specified and directed.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter complete all as specified and directed.

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished of flat surface complete all as specified and directed.

Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls , horizontal or sloping and similar work exceeding 10cm wide but not exceeding 20cm wide, surface flat for rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 5mm thick in CM (1:4) as on ceiling complete all as specified and directed.

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 complete all as specified and directed.

M&L for TMT MS bars of 5mm dia and upto 10mm dia as in stirrups and spacers cut to lengh bent to shape reqd incl cranking bending spirally for hooking for column and binding with MS annealed wire not less than 0.9mm dia complete all as specified and directed.

S&F pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of colour as approved by GE and having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws at a height of approx 10 m all as specified.

S&F pre- painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ridge/cladding to wall, fixed with self tapping screws at a height of 10m all as specified

S&F steel work in tubular trusses including columns, special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS.1161-1998 grade St-240 complete all as specified and directed.

S&F rolled mild steel as in Joist, channel, angle or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length directed) and similar work conforming to Gde E-250 (Fe 410-W) quality `A’ all as specified and as directed.

M&L preparation new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge.

M&L for brick work built in cement mortar 1:6 with sub class 'B' bricks old size straight or curved on plan exc. 6m mean radius complete all as specified.

M&L for PCC type C1 1:3:6 (20 mm grade aggregate) in Copings complete all as specified & directed.

M&L for 15mm thick rendering in two layer on fair faces of brick masonry or concrete surfaces of walls consisting of 1st layer of 10mm thick plaster in CM 1:6 and 2nd layer (setting coat or top layer) of 5 mm thick plaster in CM 1:4 mixed with water proofing compound (ISI marked) as per manufacturer’s instructions, finished fair & even, complete, all as specified. Note : - Supply only water proofing compound shall be measured and paid for separately.

M&L for cement concrete (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed by Engineer-in-charge. Note : Forming fair finished channel for drain using extra cement shall be measured and paid for separately.

M&L cement concrete 1:3:6 mix type C2 (using 40mm graded stone aggregate) as in bed to drain pipe including packing under and hunching against the sides of pipes after laying in trenches to required slope and tested complete all as specified for 150 mm bore pipe complete all as specified and directed by Engineer-in-Charge. Note :- Thickness of concrete bed below the barrel of pipe shall be 10 cm and width of bed shall be outer dia of pipe plus 30 cm.

M&L for salt glazed stone ware drain pipe 150mm grade 'A' laid in trenches and jointed in CM (1:1) complete all as specified and directed.

M&L Precast Cement Conctete 1:2:4 type B1, using 20mm graded stone aggregate as in cover slabs for man holes etc set in cement morter 1:6 including necessary form work complete all as specified and directed.

Supply only integral water proofing compound powder complete all as specified and directed.

M&L for vertical bore hole by rotary com through direct hammering (DTH) technique in any type of strata consisting of 200mm dia drill bit from GL upto a depth as directed and getting out and disposal of spoil to a distance not exc 250m complete all as specified and directed.

S&F PVC pipes 160mm bore of pressure rating 10Kgf/Sqm class 5 including socket etc icl lowering complete all as specified and directed.

S&F slotted PVC pipes 16000 bore of pressure rating 10Kgf/Sqm class 5 incl socket etc incl lowering complete all as specified and directed.

S&F PVC (SWR) 110 mm bore pipes single socketed in any length with rubber ring joints laid in trenches or fixed to wall complete with fittings complete all as specified and directed.

S&F PVC (SWR) 150 mm bore pipes single socketed in any length with rubber ring joints laid in trenches or fixed to wall complete with fittings complete all as specified and directed.

Supply only graded stone agreegate 40 to 60 mm complete all as specified and directed.

Supply only graded stone agreegate 8 to 10 mm complete all as specified and directed.

Supply only fine agreegate (sand) for concrete complete all as specified and directed.

R N AGRAWAL (BID ID -3489193)

BHARDWAJ CONSTRUCTIONS (BID ID -3486744)

B S ENTERPRISES (BID ID -3494864)

M/S ANIL KUMAR (BID ID -3489436)

ARCHI ENGINEERS (BID ID -3495518)

Shree Ganpati Enterprises (BID ID -3488230)

V K CONTRACTOR (BID ID -3487244)