COMPLETION OF INCOMPLETE WORKS FOR PROVISION OF LOW SECURITY WALL AT ACCS AHMEDNAGAR

Amount

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in Soft/loose soil complete all as specified and as directed.

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

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in Soft/disintegrated rock complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in Hard rock complete all as specified and as directed.

Excavating in trenches, not exceeding 1.5 m wide and depth exceeding 1.5m but not exceeding 3m; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in Soft/loose soil complete all as specified and as directed.

Excavating in trenches, not exceeding 1.5 m wide and depth exceeding 1.5m but not exceeding 3m; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in Hard/dense soil complete all as specified and as directed.

Excavating in trenches, not exceeding 1.5 m wide and depth exceeding 1.5m but not exceeding 3m; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in Soft/disintegrated rock complete all as specified and as directed.

Excavating in trenches, not exceeding 1.5 m wide and depth exceeding 1.5m but not exceeding 3m; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in Hard rock complete all as specified and as directed.

Excavating in trenches, not exceeding 1.5 m wide and depth exceeding 3m but not exceeding 4.5m; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in Soft/disintegrated rock complete all as specified and as directed.

Excavating in trenches, not exceeding 1.5 m wide and depth exceeding 4.5m but not exceeding 6m; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in Hard/dense Soil complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in hard/dense soil complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soft/disintegrated rock complete all as specified and as directed.

Removing excavated surplus soft soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 mtr from the starting point complete all as specified and as directed.

Boring holes of 300mm dia, 4m deep in soil for under reamed piles and getting out and disposal of spoil to a distance of not exceeding 50m all as specified in drawing and as directed.

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

M&L for RCC design mix M-25 using 20mm graded coarse stone aggregates as in foundation, including rafts, footings, foundation beams, plinth beams, bases of columnsetc basement slabs, under-remaed piles and mass concrete complete all as specified and directed.

M&L for RCC design mix M-25 using 20mm graded coarse stone aggregates as in columns and pillars etc complete all as specified and directed.

M&L for RCC (1:2:4) type B1 using 20 mm graded stone aggregate as in middle beams, lintels upto 1.5m span, cills, steps, seismic and other similar bands, plinth courses , string courses, lacing courses, parapets and railings upto 60cm in height, coping kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chemferred angles and throating, as directed.

M&L for form work 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 verticle or to better all as specified and as directed.

M&L for form work to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces all as specified and as directed.

M & L for mild steel 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 all as specified.

M & L for mild steel TMT bars 5mm dia and over, and including 10mm dia, as 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 all as specified.

Supply and fix rolled mild steel angle post and struts in fencing including cutting tops to shape as directed, bend to shape, drilling holes/notches cut to receive MS bolts and wire etc flat iron fillets (for securingwire mesh etc) including all necessary drilling, bolting or riveting, etc. and similar works confirming to Fe-290 Gde E-165 complete all as directed.

Supply and fix mild steel framed work as in grills, grating etc. with ends of bars shouldered and/or reveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railing; framework of water tanks and similar work confirming to Fe-290 Gde E-165 complete all as directed.

Supply and fix mild steel framed work as in gates etc. with ends of bars shouldered and/or reveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railing; framework of water tanks and similar work confirming to Fe-290 Gde E-165 for portion framed and hung as gates including pintal hinges stops, hand made sliding bolts etc. complete all as directed.

Supply and fix for galvanized 2 strand, steel barbed wire 2.24 mm dia barbed with 2.00mm dia barbs at 75mm spacing and straining, tightening and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as directed. NOTE: Each line wire to be measured separately.

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

M & L for brick work using old size fly ash bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6.complete all as specified and as directed.

M & L for brick work using old size fly ash bricks or brick tiles in brick on edge walls (less than ½ brick thick), built in cement mortar 1:4 complete all as specified and as directed.

M&L rendering 10 mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

M&L for preparing newly plastered surface of walls and applying two coats of cement base paint complete all as specified and directed

M&L for 600mm dia RCC pipe class NP2, with and including joints, collers etc all as specified and as directed

M&L for plain cement concrete (1:3:6) type C2 (using 40mm graded stone aggregate) in foundations, filling and mass-concrete, including benching/haunching to RCC pipes etc. complete all as specified and as directed.

M & L for 20 mm thick granite (of any type) tiles, machine cut, as in pillars, skirting/dado laid over cement screed /backing coat and jointed with grey cement slurry and pointed in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15mm thick backing coat in cement mortar 1:4, grinding and polishing complete all as specified and as directed.

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed surfaces all as specified and as directed.

Dismantling fencing wire mesh, any type all as specified and as directed.

M&L for 110 mm outer dia PVC (SWR) pipe in small length of 230 mm with single socket with thick nylon / plastic screen fixed to masonry walls as weep holes / rain water drainage all as specified and as directed.

M & L for mild steel TMT bars 16 mm dia (6570.00 Kg) and 12 mm dia (764.00 Kg), 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 all as specified. (NOTE: The reinforcement steel brought at site by the defualter contractor but not incorporated in the work shall be issued under Schedule for 'Credit for defualting contractor's materials etc. lying at site' at the rates stated therein.)

Excavating in trenches, not exceeding 1.5 m wide and depth exceeding 3m but not exceeding 4.5m; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in Soft /loose Soil complete all as specified and as directed.

Excavating in trenches, not exceeding 1.5 m wide and depth exceeding 3m but not exceeding 4.5m; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in Hard/dense Soil complete all as specified and as directed.

M&L for form work 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 finish surface of concrete flat all as specified and as directed.

Brahma Infra

SNG BUILDERS AND ENGINEERS

M/s. Vijay Construction

S. A. Yadav

M.R.Mutha Engineers

SOOD ASSOCIATES PVT LTD

surendra infrastructure pvt ltd

nhsaluji and associates