SPECIAL REPAIRS REPLACEMENT OF SEPTIC TANKS SOAKAGE WELL AND SEWAGE LINES AT HANSA TECHNICAL AREA UNDER AGE BR I OF GE NW VASCO

Amount

SPECIAL REPAIRS / REPLACEMENT OF SEPTIC TANKS, SOAKAGE WELL AND SEWAGE LINES AT HANSA TECHNICAL AREA UNDER AGE B/R - I OF GE (NW) VASCO

Excavation over areas n exc 1.5 m deep in soft disintegrated rock and getting out complete all as specified and directed.

Excavation over areas exc 1.5 m and n exc 3.00 m deep in soft disintegrated rock and getting out complete all as specified and directed.

Excavation over areas exc 3.00 m and n exc 4.50 m deep in soft/ disintegrated rock and getting out complete all as specified and directed.

Demolition of reinforced cement concrete cover slab foe MH / septic tank and removing the debries to a distance n. exc 500m complete all as specified and as directed.

Reinforced cement concrete 1:1:2 type A1 (using 20 mm graded aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

Mild steel TMT bars 10mm dia and over, cut length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to complete all as specified and directed.

All as per item No. 7 above but 6mm to 8mm dia,

Use and waste of formwork to soffits of suspended slabs such as roof slab, floor slabs, landing; and similar work not exc 200mm thick; rough finished surfaces of conrete flat complete all as specified and directed.

Demolition of laterite stone masonry walls built in CM and removing the debries to a distance not exceeding 500m complete all as specified and as directed .

M&L for Pre-cast cement concrete block masonry of 1:3:6 type C-1 with solid blocks, exc. 10 cm in width and setting in mortar 1:6, complete all as specified and as directed.

M&L for Pre-cast cement concrete block masonry of 1:3:6 type C-1 with hollow blocks, exc. 10 cm in width and setting in mortar 1:6, complete all as specified and as directed.

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

M&L rendering 15 mm thick in cement mortar 1:6 on precast concret block wall or concrete surface, mixed with water proofing compound, finished even and smooth with out using etc cement all as specified and directed. Note: Water proofing compound will be measured and paid separatly

M&L for Preparing new plastered wall surfaces and applying two coat of cement based paint over one coat of alkali resistant primer complete all as specified and as directed.

Excavation in trenches n.exc 1.5m wide, n.exe 1.5m deep for foundation , for laying pipes etc, or cesspits, manholes, pier holes, etc n. exc 10 Sqm on plan and getting out in soft/ disintegrated rock complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide, exe 1.5m deep and not exc 3.0m in depth for foundation etc, or cesspits, manholes, pier holes, etc n. exc 10 Sqm on plan and getting out in soft/ disintegrated rock complete all as specified and directed.

Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.

M & L for concrete bed to drain pipe and including packing under haunching against the sides & pipe and after they laid and tested in cement concrete 1:4:8 type D2 bore of pipe 200 mm dia complete all as specified and directed.

M & L for concrete bed to drain pipe and including packing under haunching against the sides & pipe and after they laid and tested in cement concrete 1:4:8 type D2 bore of pipe 150 mm dia. complete all as specified and directed.

M&L for 200mm dia reinforced concrete pipes, class NP-2, laid and jointed complete with collarsM & L concrete bed to drain pipe and including packing under haunching against the sides & pipe and after they laid and tested in cement concrete 1:4:8 type D2 bore of pipe 110 mm dia. complete all as specified and directed.

M&L for 200mm dia reinforced concrete pipes, class NP-2, laid and jointed complete with collars complete all as specified and directed.

M&L for 150mm dia reinforced concrete pipes, class NP-2, laid and jointed complete with collars complete all as specified and directed.

M&L for 100mm dia reinforced concrete pipes, class NP-2, laid and jointed complete with collars complete all as specified and directed.

Returning filling in including spreading levelling watering and well ramming in layers n.exc 25 Cm thick in hard/dense soil complete all as specified and directed.

Removing excavated hard dense soil material exc. 250 m but n exc. 500 m and depositing where directed at a level n.exc 1.5m above starting point complete all as specified and directed.

Dismantling CI or reinforced concrete or PVC (SWR) / AC pipe drain pipe 75/110 mm dia etc and taking out from walls/ trenches if required complete all as specified and directed.

S&F PVC (SWR) pipes 110mm single socketed, in any length with rubber ring joints, laid in trenches or in floor .

S&F PVC (SWR) pipes 75mm single socketed, in any length with rubber ring joints, laid in trenches or in floor .

S&F PVC (SWR) Bend pipes 110mm with or w/o access door fixed complete

S&F PVC (SWR) Bend pipes 75mm with or w/o access door fixed complete

S&F PVC (SWR) branch piece , single Y equal or un equal 110mm fixed complete

S&F PVC (SWR) branch piece , single Y equal or un equal 75mm fixed complete

S&F PVC (SWR) vent cowl 110mm fixed complete

S&F in repairs PVC (SWR) floor trap 75 mm, plain with CP grating including joining with solvent cement complete

S&F in repairs stailess steel grating 125mm dia with CM 1:2 and matching the existing floor complete

Dismantling floor, hearth or wall tiling incl cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises.

M & L for Non - skid Ceramic tiles 7 to 8 mm thick (square / rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over & incl 15 mm thick screed bed in CM 1:4 complete all as specified and as directed.

Demolition of stone slab laid over cm, removing serviceable stone to store and rubbish off premises complete all as specified and as directed.

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

M&L for 100 mm thick Cement concrete type C2, 1:3:6 (using 40 mm graded granite stone aggregate) as in subbase of flooring / hard standing complete all as specified and as directed.

Sand / M sand cushioning as under layer for interlocking paver block including watering and consolidation complete all as specified and as directed.

M & L for PCC (1:2:4) type B1, using (20 mm graded stone aggregate ) as in roof kerbs or mud or stops, rounded or chamfered on edges , copings and the like including weathering, slightly rounded or chamfered angles and throating with and including necessary use and waste of formwork complete all as specified and directed

M&L for 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm graded granite stone aggregate) as in plinth protection, finished even and smooth without using extra cement complete all as specified and as directed.

Supply only liquid water proofing compound.

M/S Kartik Enterprises

M/s J.D. DESAI

M/S jvsr constructions

Sai Supreme Constructions

M/s VEEJEE ENTERPRISES

K M SUBHANAIAH

M/S G.N.POWAR

Super Construction

STAR FABRICATION

M/s Ekta Engineering Works