SPECIAL REPAIRS TO SEWAGE LINES AT JN ROAD AND GRC UNDER GE KAMPTEE

Amount

Demolition of brick work or stone/boulder masonry built in cement mortar including ashlar facing dressed stone and pre-cast concrete articles complete all as specified and as directed

Demolition of un-reinforced cement concrete in ground floor and pavings not exceeding 15cm thickness (Below or above GL) and disposal off demolished material and rubbish out of the premises MD land, complete all as specified and as directed

Demolition of reinforced cement concrete in suspended works of any description and in any position not otherwise specifically provided for and disposal off demolished material and rubbish out of the premises MD land, complete all as specified and as directed

Taking down cement plaster of any description on brick or stone walls including raking out joints hacking for key, scrubbing down with water etc complete all as specified and as directed.

Blocking up the inlet of septic tank of 1000 Users and pumping out effluent dirty liquid and sludge from sludge chamber/septic tank including settling tank and intercepting chamber etc., upto bottom and collecting sludge and dirty liquid in to closed container and cleaning the septic tank with fresh water, Afterwards opening the inlet of septic tank for reuse and lifting the sludge to out side of MD land, complete all as specified and as directed by Engineer-in-Charge. Note: The rate quoted shall be deemed to be inclusive of transport required at any distance.

All as per item No.05 above, but septic tank for 500 Users

Blocking up the inlet of Soakage Well for 1000 Users and removing of brick bats and pumping out effluent dirty and sludge from Soak well including settling tank and intercepting chamber etc., upto bottom and collecting sludge and brick bats in to closed container and cleaning the soakage well with fresh water, Afterwards opening the inlet of soakage well for reuse and lifting the sludge to out side of MD land, complete all as specified and as directed by Engineer-in-Charge. Note: (i) The rate quoted shall be deemed to be inclusive of transport required at any distance. (ii) Refilling of brick bats in soakage well shall be measured and paid separately under respective items here-in-after.

All as per item No.07 above, but soakage well for 500 Users

Taking out sludge blockage and cleaning of the Manhole of any size, description, depth n exc 1.50m each and collection the sludge in closed container and cleaning the man hole with fresh water and reopening of manhole, and lifting the sludge to out side of MD land, complete all as specified and as directed by Engineer-in-Charge.

M&L for loose filling with broken bricks/brick bats of gauge 40mm to 80mm as in soakage pits, soakage well, soakage PVC pipes in trenches etc., complete all as specified and as directed by Engineer-in-Charge.

M&L for brick work with fly ash bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:6 (Using old size brick) complete all as specified and as directed.

M&L for brick work with fly ash brick, straight or curved on plan to any radius built in half brick thick wall built in CM 1:4 (Using old size brick) complete all as specified and directed.

M&L for Rendering 15 mm thick in CM 1:4 on fair faces of brick masonry or concrete surfaces finished even & smooth without using extra cement complete all as specified and as directed.

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

M&L for PCC 1 : 2 : 4 Type B-1 (using 20 mm graded stone aggregate), as in coping, including necessary form work weathering slightly or chamfered angles, throating exposed surfaces finished even and fair, complete all as specified and as directed.

M&L for cement concrete 1 : 2 : 4 Type B-1 (using 20 mm graded stone aggregate, as in surface channels and drains, complete all as specified and as directed.

M&L for 100mm thick PCC 1 : 2 : 4 Type B-1 (using 20 mm graded stone aggregate), as in floors/hardstanding, finished even and smooth without using extra cement, complete all as specified and as directed.

Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work n.exc 200mm thick (horizontal or sloping), including for rough finished surfaces, complete all as directed by Engineer-in-Charge.

Use and waste form work to edges of concrete (exc 100mm, n.exc 150mm) flats, with fair finished surfaces, complete all as specified and as directed.

M&L for RCC (1 : 1½ : 3) type B-1 (using 20 mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balbonies, canopies, deck slabs and in shelves and the like, complete all as directed by Eng-in-Charge.

M&L for Pre cast cement concrete (1: 2 : 4) type B-1 (using 20mm graded stone aggregate), set in cement mortar 1:6 as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, Shelves and similar articles with plain faces, complete all as directed by Engineer-in-Charge.

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 complete all as specified and as directed.

All as per item No. 22 here in before, but 6mm to 8mm dia mild steel TMT bars, complete all as specified and as directed.

S&F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required, hooks (stay), heavy, for large gates; hook and pintle hinges, large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts, wall ties, hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts, two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165, complete all as specified and as directed.

Demolition and breaking up 150mm bore drain pipe of any type (SGSW/AC/ reinforced concrete pipe) set in cement mortar, complete all as specified and as directed.

Demolition and breaking up 200mm bore drain pipe of any type (SGSW/AC/ reinforced concrete pipe) set in cement mortar, complete all as specified and as directed.

M&L for laying 150mm dia salt glazed stone ware drain pipes of grade 'A' and jointed in cement mortar and tested on completion, complete all as specified and as directed.

M&L for reinforced concrete pipes, class NP2, 40 RCC Pipe 200 mm (internal dia) laid and joined complete with collar, complete all as specified and as directed by Engineer-in-Charge.

M&L for PCC 1:3:6 type C-2, Concrete bed to SWSG drain pipes on 150mm bore, including packing under, and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2, Concrete bed to RCC drain pipes on 200mm bore, including packing under, and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed.

Dismantling of 75mm dia cast iron pipe jointed in cement mortar and taking out from trenches/floors/fixed on walls, complete all as specified and as directed. Note for item No.31 & 32: Rate quited shall be deemed to include earth excavation if required.

Dismantling of 100mm dia cast iron pipe jointed in cement mortar and taking out from trenches/floors/fixed on walls, complete all as specified and as directed.

S&F 75mm dia cast iron pipe soil waste and vent sand cast pipes in any length, with ot without ears with cement joints and fixed on walls, complete all as specified and as directed.

S&F 100mm dia cast iron pipe soil waste and vent sand cast pipes in any length, with ot without ears with cement joints, laid in trenches/ fixed on walls, complete all as specified and as directed.

S&F 75mm dia cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured), complete all as specified and as directed.

S&F 100mm dia cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured), complete all as specified and as directed.

S&F Stack clamps made out of MS flat iron 50 x 5mm and 16mm dia in round iron stays including nut & bolts and securing ends of stays to wall for 75mm bore CI pipe, complete all as specified and as directed.

S&F Stack clamps made out of MS flat iron 50 x 5mm and 16mm dia in round iron stays including nut & bolts and securing ends of stays to wall for 100mm bore CI pipe, complete all as specified and as directed.

Supply & fix PVC (SWR) 75mm bore pipe single socketed in any length with rubber ring joint, laid in trenches or in floors or fixed to walls in any height with all necessary fittings etc., complete all as specified and as directed.

Supply & fix PVC (SWR) 110mm bore pipe single socketed in any length with rubber ring joint, laid in trenches or in floors or fixed to walls in any height with all necessary fittings etc., complete all as specified and as directed.

S&F PVC (SWR) 75mm bore bends of any radius with access doors, complete all as specified and as directed.

S&F PVC (SWR) 110mm bore bends of any radius with access doors, complete all as specified and as directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for 150mm internal dia of pipe, complete all as specified and directed.

Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier n.exc 1.5 m in depth and getting out in hard/ dense soil, complete all as specified and as directed.

Excavation in over areas n exc 1.50m deep and getting out in soft/loose soil all as specified and as directed.

Excavation in over areas exc 1.50m depth but n exc 3.00m in depth and getting out in soft/loose soil all as specified and as directed.

Returning filling in, including spreading, leveling watering and well ramming in layers not exc 25 cms thick with soil all as specified and as directed.

Removing excavated materials to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point all as specified and as directed.

NOTE :- SCHEDULE OF CREDIT (Amount shall be deducted offline from the total quoted amount to workout the net contract sum to be considered for acceptance.) [(-) Rs 55,620.00 /- ]

SHUB CONSTRUTION

NORTH INDIA PEST CONTROL

M/s DS Khekde

M/s B S Jain

DE PRETTY AND CO

Harsh Construction Company

chronicle enterprises

M/s T.S.JOHAR

Bidder Name

Harsh Construction Company

DE PRETTY AND CO

chronicle enterprises

SHUB CONSTRUTION

M/s T.S.JOHAR

M/s B S Jain

Shri Mohan Brother

M/s DS Khekde

NORTH INDIA PEST CONTROL