8120/GWL/E8 SPECIAL REPAIR OF SEWAGE LINE OF BLDG NO P-198, P-199, P-200, P-201 AND P-202, OTM ACCN AND PROVN OF HARDSTANDING INCLUDING SHED FOR STORAGE OF FOL BRLS IN THE AREA OF AGE B/R-II UNDER GE GWALIOR

Amount

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m but n.exc 3.00m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified and directed.

M&L for surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed.

M&L for PCC (1:4:8) Type D2 using 40mm graded stone aggregate as in foundation filling mass concrete etc complete all as specified and directed.

M&L for mild steel TMT bars 6 to 8mm dia, 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 0.9 mm dia complete all as specified and directed.

M&L for PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in coping etc complete all as specified and directed.

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

M&L for 15 mm thick rendering in cement mortar on fair faces of brick work or concrete surfaces, applied in two layers i.e. 1st layer of 10 mm thick rendering in cement mortar (1:6) and 2nd (top) layer of 5 mm thick rendering in cement mortar (1:4) and top layer mixed with water proofing compound as per manufacturer's instruction & finished even and smooth without using extra cement including taking down existing cement plaster of any description and in any position and racking out joints, hacking for key, scrubbing down with water etc & prepared to receive new plaster complete all as specified and directed. (Note:- Water proofing compound shall be measured and paid seperately under appropriate item of Sch 'A' as "supply only")

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

M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 150mm bore of pipe complete all as specified and directed.

M&L for DWCPE Pipe (SN8) 180 (OD)/163 (ID) mm dia Pipes including testing alongwith necessary jointing material tees/union/socket etc complete all as specified and directed.

M&L for Sand filling under floor or in foundations including watering and consolidation complete all as specified and directed.

M&L for PCC (1:2:4) type B-0 (using 12.5mm graded stone aggregate) in surfaces channels drains and benching including formwork and finishing fair and smooth using extra cement (forming fair finished channel shall be measured and paid for separately) complete all as specified and directed.

Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each layer in any type of soil complete all as specified and directed.

Removing excavated material (soil), exc 250m but n.exc 500m and depositing where directed not exceeding 50m complete all as specified and directed.

M&L for precast cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in cover slabs for man holes and set in CM 1:4 including necessary form work complete all as specified and directed. Note Rienforcement and shall be measured paid separately.

Cutting holes in brick/ stone wall, depth of embedment portion of hold fast exc half brick wall but not exc one brick wall, built in cement mortar or cement lime mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as required complete all as specified and directed.

M&L for Hand rails, half round or other stock section or core for wooden hand rail straight portion, drilled and counter sunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc wind ties for roof including securing bolts posts and struts in fencing post including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc including all necessary drilling, bolting or rivetting, etc and similar work conforming to Fe-290 Gde E-165 with and including applying two coats of synthetic enamel paint over a coat of primer alround before fixing in position complete all as specified and directed.

S&F Pre painted galvalume sheet 0.50 mm thick having aluminum zinc coating 150 gsm/sqm double ribbed trapezoidal profile steel sheet any colour having tensile strength of 550 Mpa as in Roof covering /cladding to wall fixed with self tapping screws complete all as specified and directed.

S&F for mild steel work in tubular trusses, posts, main and cross beams, hip and jack rafters, purlins, including special shaped washer etc complete using ERW or induction butt welded tubes, conforming to IS 1161-1979, Gde St-240 complete all as specified and directed.

S&F for mild steel work in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes without any attachment conforming to Fe-290 (Gde E-165) complete all as specified and directed.

M&L for preparation of new steel surface of any description exc 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed.

M&L for machine made,1st quality, precast cement concrete rubber moulded coloured interlocking paver blocks/tiles, 60mm thick of grade M-35, of any shape or shape and designe as approved, with colour pigment, laid over sand cusion fixed as in floors/ paths/ pavings etc, complete all as specified and directed. Note : Sand Cusion shall be measured and paid in separate item

Hard core of gauge n.exc 63 mm deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

Excavation in post holes (or similar holes) each not exc 0.5 cum, getting out, in soft/loose soil including returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm thick each layer watering and removing surplus soil to a distance n.exc 50m and making good surfaces complete all as specified and directed.

M/S NIRMAL SINGH DHANJAL (BID ID -3166280)

ASW ENTERPRISES (BID ID -3166470)

lodhi builders (BID ID -3165001)

Tara Mai Enterprises (BID ID -3166110)

M/s KGN Builders (BID ID -3165993)

Babatia super works (BID ID -3166291)

BEHL CONSTRUCTION CO (BID ID -3166319)

M/s J.B. Construction (BID ID -3165732)