Tender For Provision Of Water Recharge Pits In Certain Area Of Pms; 1 Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilNote : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. completeall as specified and directed. 2 Excavating over areas n.exc 1.5 m deep and getting out in soft/loose soil completeall as specified and directed. 3 All as per BOQ Item No 2.00 here-in-beforebut of depth exc 1.5m and not exceeding 3.00 mtrs completeall as specified. 4 All as per BOQ Item No 2.00 here-in-beforebut of depth exc 3.00m and not exceeding 4.50 mtrs completeall as specified. 5 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil. completeall as specified and directed. 6 Removing excavated spoil to a distance not exc.50m and depositing where directed at alevel not exc. 1.5 m above the starting point complete all as specified and as directed. 7 M&L for 300 mm thick (compacted) in three layers of each 100mm thick inpavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6(ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. 8 M&L for broken stone or boulders hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces completeall as specified and directed 9 M & L for moorum /red bajri/gravel filling in floors or pavings, laid in layers n.exc 15cm thick , spread , levelled and rammed including watering complete all as spd and directed. 10 M&L for sand filling under floors or in foundations including watering and consolidation completed all as spd and directed. 11 M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in bed concrete for foundation filling & mass concrete completeall as specified and directed 12 M & L for Cement concrete (1:3:6) Type C2 using 40mm graded crushed stone aggregates as in bed concrete for foundation filling & mass concrete completeall as specified and directed 13 M & L for RCCM-25 design mix concrete with using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns,etc.; , all as spd and directed 14 M & L for RCCM-25 design mix concrete with using 20mm graded crushed stone aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses. completeall as specified and directed. 15 M & L for RCCM-25 design mix concrete with using 20mm graded crushed stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5m span completeall as specified and directed 16 M & L for RCCM-25 design mix concrete with using 20mm graded crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like completeall as specified and directed 17 M&L for Precast RCC B1 1:2:4 (20mm graded aggregate) cover slabs, set in CM 1:4 complete all as spd and directed. 18 M&L for old size brickwork with fly ash bricks straight or curved on plan to any radius built in CM 1:6 completeall as specified and directed. 19 M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form 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 completeall as specified and directed. 20 M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. completeall as specified and directed. 21 M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for fair finished surface of concrete, complete all as specified and directed. 22 M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), for fair finished surface of concrete, all as specified and as directed. 23 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips completeall as specified and directed 24 M & L for TMT bars 6 mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips completeall as specified and directed 25 S&F TMT reinforcement bar, conforming to Fe-500, 5mm dia and upto and 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 as binding with and including mild steel wire (Annealed) not less than 0.9mm dia or securing with clips all as specified. completeall as specified and directed. 26 M&L Rendering 15 mm thick cement plaster in CM 1:6 on other than fair faces of brick/concrete work surfaces finished fair and even complete all as specified and directed.. 27 M&L for 40mm thick rough dressedsand stone flooring, laid dry but jointed and pointed in CM 1:3 complete all as spd and directed. 28 S & F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall with clamps and jointed complete all as specified and as directed by EIC. 29 Material and labour for cement concrete bed to drain pipe for 450mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specifiedand and as directed. 30 S&F Reinforced concrete pipes ,class NP2, 450 mm bore laid and jointed in trnches or in floors complete with collar all as specified and as directed. 31 Drilling of bore hole by anymethod,through any kind of soil, boulders, rocks for a bore of 350 mm diabelow ground level (upto a depth of 40.00 m or more) including making of initial bore holes anddisposal of spoil from the site, complete all as specified and as directed 32 Supply and lowering and fixed in position150mm dia nominal size(Internal)PVC screen slotted pipewith Ribs / Ribbed Screen Pipes,8mm wall thickness(Min), of 3 mtr length of each pipe including socket and jointing materials,complete all as specified as per IS 12818-2010 andas directed by Engr-in-Charge. completeall as specified and directed. 33 S&F 150mm UPVC pipes (SCH-40) including socket and jointing materials,complete all as specified 34 S&F 150mm vent cowl completeall as specified and directed. 35 M&L for hand packed gravel (stone chips 12.50mm ) for filling in bore holes and inside of recharge pit completeall as specified and directed.
