PROVISION OF CERTAIN LBW, REVENUE AND MINOR WORKS AT CH. SAMBHAJINAGAR MIL STATION UNDER GE(SOUTH) AHILYANAGAR

Amount

M&L for Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in any kind of soil complete all as specified and directed.

Excavation in trenches, n exc 1.5 m wide and n exc 1.5m in depth for foundation etc and getting out in any type of soil all as specified and as directed.

Earth work in excavation over areas n exc 1.5 m depth by mechanical means (Hydraulic excavator) or manually in any kind of soil including getting out and disposal of excavated earth lead upto 50 m and all as specified and as directed.

Returning, filling, in soil, including spreading, levelling watering & well ramming in layers not exc 25 cm thick complete all as specified and as directed.

Removal of excavated material (soil) to a distance not exc 50m and depositing where directed at a level not exceeding 1.5m above the starting point all as specified and as directed.

M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and as directed.

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

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

M&L for RCC, M-25 (design mix) using 20mm graded crushed stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases of columns etc. complete all as specified and as directed.

M&L for RCC, M-25 (design mix) using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts etc. complete all as specified and as directed.

M&L for RCC M-25 (design mix) using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span etc. complete all as specified and as directed.

Use and waste formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundations and plinth beams; and similar work; vertical or to batter for rough finished surfaces of concrete complete all as specified and as directed.

Use and waste of formwork to sides of pillars, posts, struts, piers, columns etc. for rough finished surfaces of concrete complete all as specified and as directed.

M&L for 100 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregates) as in sub-base, complete all as specified and as directed.

M&L for 75 mm thick PCC 1:3:6 type C2 (using 40 mm graded stone aggregates) as in sub-base, complete all as specified and as directed.

M&L for 80mm thick factory made chamfered edge, cement concrete paver blocks (interlocking tiles) of M-40 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, glossy finish, laid in required colour & pattern over and including 25mm 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 specified and as directed Note: Size, shape & pattern of tiles shall be as approved by GE.

M&L for factory made kerb stones of M-25 grade cement concrete, fixed in position to the required line, level and curvature, jointed with cement mortar 1:3, including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5 mm), including making drainage opening wherever required with and including necessary excavation and earth work, removing surplus soil complete all as specified and as directed.

M&L for plain cement concrete, 1:2:4 type B1 (using 20mm graded stone aggregates) as in kerbs / filletting, slightly rounded or chamfered angles and throating, filling gaps etc to sides of interlocking paver blocks, finished even and smooth without using extra cement including formwork if required complete all as specified and as directed.

M&L for brickwork with old size fly ash bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and directed

M&L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as 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 as in reinforcement bar complete all as specified and as directed.

M&L for mild steel TMT bars 6 to 8 mm dia cut to length, bent to shape as 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 as in reinforcement bar complete all as specified and as directed.

M&L for mild steel TMT bars, 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified and as directed.

M&L for rendering 15 mm thick on other than fair faces of brick work /concrete surfaces in cement mortar 1:4, finished even and fair without using extra cement complete all as specified and as directed.

M&L for rendering 10 mm thick on fair face of brick work or concrete surfaces in cement mortar 1:6, finished even and smooth without using extra cement complete all as specified and as directed.

S&F mild steel framed work as in doors or gates of angle/hollow section or other section with gusset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering doors etc to be prepared for hanging or sliding with and including either hooks and hinges and door fittings necessary rivetting/welding cutting up complete steel conforming to Fe-410-W (Gde E-250) quality B all as specified and as directed. Note : Disturbed surfaces of wall shall be made good to match with the existing surfaces.

S&F mild steel as in fencing posts/struts for securing barbed wire / chain link fencing of any description including drilling holes, notching for wire etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or rivetting and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed.

M&L for framed work such as grills grating etc with end of bars shoulderd and/or riveted .welded or forged into spikes, framed guard bars, iron doors, ladders framed balusters , walk ways. railings, frame work of water tanks and similar work conforming to Fe 290 Gde E-165 all as specified and as directed.

M&L for preparation of new plastered surfaces or previously untreated surface of wall and applying two coats of cement base paint over a coat alkali resistant primer all as specified and as directed.

M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed.

M&L for preparation of new steel and iron surfaces of any description not otherwise described exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

S&F 110mm dia PVC (SWR) pipes, single socketed, in any length, with rubber ring joint, laid in trenches or in floors or in masonry as in spouts, weep holes etc complete all as specified and as directed.

S&F galvanized 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and as directed. Note : Each line shall be measured separately

M&L for 40 mm thick PCC 1:2:4, type B1 (using 20mm graded stone aggregates) as in floor finish, laid in panels, finished even and smooth using extra cement complete all as specified and as directed.

M&L for 75 mm thick PCC 1:2:4, type B2 (using 40 mm graded stone aggregate) as in floor, laid in panels, finished even and smooth without using extra cement complete all as specified and as directed.

S&F rolled mild steel plates any size cut or notched, forming holes, with riveted, bolted or welded attachment confirming to Fe 410 - O or Fe 310 - O all as specified and as directed.

S&F 1.25mm thick mild steel plain black sheet, cut to size, holes punched including round headed screws, clout nails or rivets and fixed to steel framing with plain 40mm lap joints with riveted or welded seams including bending, turning up as in chullah hoods/ funnel shape covering on incinerator top made to shape as directed /similar work complete all as specified and as directed.

M&L for flush pointing to brick wall/ brick work on edge paving in cement mortar 1:4, including racking out joints etc. complete all as specified and as directed.

M/s S.R lahoti (BID ID -3384207)

M/s kishor M Lalwani (BID ID -3384271)

M/s.M G Kulkarni (BID ID -3384732)

D V Engineers and Contractors Pvt Ltd (BID ID -3382984)

B.R.ANAND (BID ID -3384692)

ASHWAMEDH ENGINEERS (BID ID -3384046)

M/S. M.A. Sharief engineers and contractors (BID ID -3384497)