REPAIR/MAINT AND CLEANING OF SEWAGE LINE, SEPTIC TANK, SOAK WELL AND MISC B/R WORKS AT SUB YOGENDER VIHAR AND ADJOINING AREAS UNDER GE E/M LUCKNOW

Amount

Demolition of brick work or stone / boulder masonry built in cement mortar or cement lime mortar including all quions, arches, pillars etc but excluding ashlar facings, dressed stone work and pre cast concrete articles complete all as specified and directed.

M&L for brick work with fly ash bricks as per IS 12894 -2002 straight or curved on plan exc 6 m mean radius built in cement mortar 1:6, complete all as specified and directed.

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

M&L for 75 mm thick PCC 1:2:4 type B2 (using 40 mm graded stone agrregate) as in floor etc complete all as specified and directed.

Temporarily blocking of inlet of septic tanks/manhole with suitable wooden plugs/gunny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/any other foreign/foul materials etc (solid/semisolid) from the septic tanks/manholes. complete and cleaning the septic tank/manholes with water by mechanically including taking out the blocking arrangements of inlet and making the system functional complete all as specified and directed. (Note : (i) Depth of manhole/SOAK WELL/SEPTIC TANK exc 0.5 to 1.5M from below GL. (ii) Size of tank upto water level shall be measured)

Hiring of SEVER CLEANING ZETTING MACHINE (HYDRAUDROLIC) cleaning the blockage sever line, septic tanks & Manholes etc by mechanical including taking out the blocking arrangement of inlet dia from 150 mm to 300 mm and covering the stretch from 0 mtr to 200 mtr for each JOB and making the system functional complete all as specified and directed.

Temporarily blocking of inlet of septic tanks/manhole with suitable wooden plugs/gunny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/any other foreign/foul materials etc (solid/semisolid) from the septic tanks/manholes. complete and cleaning the septic tank/manholes with water by mechanically including taking out the blocking arrangements of inlet and making the system functional complete all as specified and directed. (Note : (i) Depth of manhole/SOAK WELL/SEPTIC TANK exc 1.50M to 4.50M from below GL. (ii) Size of tank upto water level shall be measured)

Temporarily blocking of sewage line with suitable wooden plugs/gunny bags and cleaning the same by rod-ding and removing the sludge alongwith brick bats/stones/broken bottles/any other foreign materials etc complete and cleaning the sewage line with water by mechanilly as directed by EIC, and taking out the blocking arrangements of inlet and making the system functional for 150 mm bore size of pipe lines, complete all as specified and directed.

All as item No 8 above but 200 mm bore

All as item No 8 above but 300 mm bore

M&L PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in concrete bed concrete to NP-2 pipes of 300 mm bore dia incl packing under & haunching against the sides of pipes after they are laid & tested including taking down of existing pipe & PCC bed, complete all as specified and directed.

M&L PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in concrete bed to NP-2 pipes of 250 mm bore dia incl packing under & haunching against the sides of pipes after they are laid & tested including taking down of existing pipe & PCC bed, complete all as specified and directed.

M&L PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in concrete bed to NP-2 pipes of 150 mm bore dia incl packing under & haunching against the sides of pipes after they are laid & tested including taking down of existing pipe & PCC bed, complete all as specified and directed.

M&L PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in concrete bed to NP-2 pipes of 300 mm bore dia incl packing under & completely surounding pipes with conrete after they are laid and tested, complete all as specified and directed.

M&L PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in concrete bed to NP-2 pipes of 200 mm bore dia incl packing under & & completely surounding pipes with conrete after they are laid and tested, complete all as specified and directed.

M&L PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in concrete bed to NP-2 pipes of 150 mm bore dia incl packing under & & completely surounding pipes with conrete after they are laid and tested, complete all as specified and directed.

M&L for reinforced concrete pipe, 150mm bore, class NP-2 with one collar per length of pipe, laid and jointed in trenches complete all as specified and directed.

M&L for reinforced concrete pipe, 250mm bore, class NP-2 with one collar per length of pipe, laid and jointed in trenches complete all as specified and directed.

M&L for reinforced concrete pipe, 300mm bore, class NP-2 with one collar per length of pipe, laid and jointed in trenches complete all as specified and directed.

M&L RCC M25 nominal mix as in slabs suported on walls,beams and coluumns in floors, roofs, landings, balconies, canopuies, deck slabs and shelves and the like fair finished in necessary provision for opening Man hole and precast cover slab, complete all as specified and directed.

M&L use and waste of form work to soffits os suspended slabs such as roof slabs, floor slabs, landings and similar work; not eceeding 200mm thick (Horizontal or sloping), complete all as specified and directed.

M & L for 150mm dia Cast iron (sand cast) rainwater socketed pipes with cement joints, with ears including taking down, complete all as specified and directed.

S & F TMT reinforcement bars 6 to 8 mm 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 0.90 mm dia. Or securing with clips complete all as specified and directed.

M&L for precast cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in landings, cover slabs (for man holes etc.), manhole covers, drain covers, chullah hoods, chajjas, water troughs, mangers, shelves and similar articles including necessary form work (reinforcement measured and paid seperately) complete all as specified and directed.

M & L for Cement concrete1:4:8 Type D2 (using 40mm graded stone aggregates) as in foundations, filling and mass concrete complete all as specified and directed

Demolition of cement concrete (reinforced) in ground floors and paving n. exc 15 cm thickness (below or above ground level), complete all as specified and directed.

M & L for Machine pressed precast concrete interlocking paver block with grey cement and pigment of any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, complete all as specified and directed.

M&L hard core of broken stone boulder gauge not exc 63mm and deposited spread and levelled in layers not exc 15cm thick watered and rammed to a true surface, complete all as specified and directed.

M&L for 75 mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in base complete all as specified and directed.

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

M/S vastu construction

M R CONSTRUCTION

Mount International

NAVJYOTI ENTERPRISES

M/S AMARJIT SINGH