PROVN OF SEWAGE ASSOCIATED WORKS FROM SMQ AND OTM TO NEAREST BMC DRAINAGE LINES AT KALINA AT AIRFORCE STATION MUMBAI UNDER GE AF THANE

Excavating intrenches. N exc 1.5m wide and n exc 1.5m in depth; for foundation, etc or for shafts,wells,cesspits,manholes,pier holes,etc . N exc 10 sqm on plan and n exc 1.5m in depth and getting out as in hard / dense soil.

Excavating in trenches, n exc 1.5m wide and exc 1.5m but n exc 3.0m in depth; for foundation, etc or for shafts, wells,cesspits,manholes,pier holesetc. N exc 10 sqm on plan and n exc 1.5m in depth and getting out as in hard / dense soil.

M & L for 150mm thick soling (or sub base) with broken boulders or quirred stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber

M & l for PCC type D2 (1:4:8) using 40mm graded crushed aggregate as mass concrete and filling of foundation

S & F of TMT steel 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 0.90 mm dia or securing with clips.

Ditto- as per item No 5.00 above but 8mm dia bar.

M& L for precast cement concrete block Type C-1, 1:3:6 (20 mm graded aggregate) masonary with solid blocks set in cement mortar 1:6, exc 10 cm in width complete.

M& L for rendering 10mm thick with cement plaster 1:4 on fair faces of brick work or concrete surfaces.

M& L for rendering 15mm thick with cement plaster 1:4 on fair faces of brick work on concrete surface.

M& L for rendering 10mm thick with cement plaster 1:4 on Ceiling concrete surface

M & l for preparation of new plastered ceiling surface of any description and applying three coat of white wash complete.

M & L for preparation of new plastered wall surface of any description and applying two coats of oil bound distemper over a coat of primer complete.

M & L for preparation of new plastered wall surface of any description and applying two coats of cement based paint over a coat of chalk whiting complete.

M & l for formwork to sides of concrete foundation, footing,bases of column, raft beam, plinth beam and simillar works, vertical or horizonatal or sloping all as specified and as directed by Engr-in-Charge.

M& L for formwork rough finished to sides and soffits of floor or roof beams, beam haunchings, girders, bressumers, lintel,cantilevers,shelves incl supports, overhangs,etc also splays between floors and beams, Etc.

M & l for formwork to sides of pillars ,posts, struts, piers,columns and stanchions square, rectangular or horizontal or sloping.

M& L for formwork rough finished surfaces to chullah hoods, chajjas, troughs,and simillar items incl edges.

M & L for formwork to soffits of suspended slabs, such as roof slabs, floor slabs, landings and simillar work; not exceeding 200mm thick ( Horizontal or sloping).

M & l for Reinforced cement concrete of design mix M-30 (20 mm graded stone aggregate) in foundation, incl rafts footing, beam , plinth beam etc basement slab and in piles and mass concrete.

M & l for Reinforced cement concrete of design mix M-30 (20 mm graded stone aggregate) in Columns , pillars,piers,posts and struts etc.

M & L for Reinforced cement concrete of design Mix M-30 (20mm graded aggregate)in beams , cantilevers,bressumers, lintel iver 1.50m span.

M & L for Reinforced cement concrete of Design mix M-30 (20mm graded stone aggregate) in slab supported on walls,beams and columns in floors, roof, landing, balconies,canopies,deck slabs and in shelves and simillar.

M & l for reinforced cement concrete of design mix M-30 (20mm graded aggregate) in chajjas.

S & F 2nd class wood in plain, solid, straight chowkhats and frames, wrought, framed rebated on the solid,rounded or chamfered, put together with glue pinned at joints, supplied and fixed.

S & F of 30mm thick flush shutters, solid core construction,with block board core and plywood face panels, commercial type on both sides.

S& F Band , straps, supports or stays for rainwater, ventilating pipes, incl bolts, if required; hooks(stay) , heavy, for large gate; hook and pintle hinges; large hasps and staples, chains, hand made sliding bilts, clamps, hold fast, wall ties,hooks for hanging fans, plain angle cleats.

M& L Preparing surfaces of wood and wood based materials , steel and iron work, new or old of any description and girth , not otherwise described, and treated with tar or coal tar black paint,

M & L for preparation of wood surface and priming with pink primer and painting 02 coats with synthetic enamel paint to the wood surface of any description, not otherwise described, over 10cm width or girth.

S & F 100mm butt hinges,heavy weight, cold rolled mild steel and fixed

S & F Mild steel 300mm long sliding door bolts, plate type, stove enamelled black with bright bolt not less than 12mm dia with and incl a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed.

S & F of Mild steel skeleton type tower bolt 150mm long with steel sheet pressed plate and staple stove enamelled black and mild steel bolt and fixed

S& F of Steel windows with side hung shutters including projecting type hinges with steel handle and steel peg stay complete with glazing bars dovetailed or welded

S & F 4 mm thick sheet glass, ordinary quality and glazing with oil putty in sq n exc 0.50sqm in each pane.

M & L for cement concrete type D-2, 1:4:8 (40 mm graded aggregate) 100mm thick as in sub-floor and pavings etc.

M&L for screed bed or bedding layer of mortar 15mm thick in CM 1:6 for laying floor finishes.

M&L for Machine cut Kota stone slab flooring 20-25 mm thick over cement screed base laid and jainted with grey cement slurry mixed with pigment to match the shade of the slab incl ribbing and polishing complete.

M& L for Machine cut Kota stone slab flooring 20-25mm thick in riser of steps,skirting,dado and piller laid over cement screed bed laid and jointed with grey cement slurry mixed with pigment to match the shade of slab incl rubbing and polishing complete.

M&L for Cold applied bituminous primer in moderate condition for laying APP membrane @ 250g/sqm material etc completed as directed by Engineer-in-Charge.

M&L for APP modified membrane with non-woven polyester reinforcement minimum 3mm thick having weight 350kg/sqm (Minimum), laid on primed surface with the overlaps 100mm on length and width side as per manufacturers instructions etc. complete all as specified and directed.

Reurning, filling in, incl spreading, levelling , watering ans well ramming inlayers not exc 25 cm any type of soil.

Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5m above the starting point.

M&L for hard core for broken stone boulders gauge n exc 63mm deposited spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface.

M&L for 75mm thick plinth protection cement concrete type C-2 (1:3:6) using 40mm graded aggregate(0.75m wide) etc. connected and as directed by Engr-in-Charge

M&L treating backfill in contact with foundation at the rate of 7.5 ltrs of emulsion per sqm of vertical surface (Area of substructure in contact with backfill to be measured along perimeter of floor).

Excavating over areas in hard/ dense soil, n exe 1.5 m deep and getting out

Excavating over areas in hard/ dense soil, exć 1.5 m but not exceeding 3.0m deep and getting out.

Excavating over areas in hard/ dense soil, exc 3.0 m but not exceeding 4.50m deep and getting out.

Excavating over areas in hard/ dense soil, exc 4.5 m but not exceeding 6.0

Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed.

M&L for Formwork rough finished curved surfaces of 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.

M&L for Formwork rough finished to curved faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter.

M&L for Reinforced Cement Concrete Design Mix M-30 (20mm graded aggrogates) in Walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses

S&F of framed work of mild steel Fe-410-W (Grade E-250) as in doors or gates of angle or other section with gusset plates, rails, braces, etc.. complete, drilled for fixing of steel sheeting or other covering Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete

S&F of plates Fe-410-W (Grade E-250) (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment.

M&L for Preparation of new or previously untreated surfaces of any description, Priming with red oxide, zinc chrome and painting with synthetic enamel paint (ordinary tint) 02 coats over surfaces of any description of any girth,not otherwise described.

M&L for Reinforced Cement Concrete of Design Mix M-25 (20mm graded aggregate) in Beams, cantilevers,bressummers, lintels over 1.5m span

Excavation in post holes in hard/ dense soil (or similar holes) each n exc 0.5. cu.m getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm

Galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed, with 2mm dia 10 barbs at 75mm spacings and straining and fixing to any type or standard rails straining bolts, including, securing or tying at crossing with and provision of galvanised mild steel wire, staple or steel pins.

M&L 75mm thick Cement concrete type D-2 1:4:8 (40mm graded aggregate) in sub- base all as specified and directed.

M&L 25mm thick Cement concrete type B -0, 1:2:4 (12.5mm graded aggregate)as in base below screed bed.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar internal dia of pipe 150 mm

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar internal dia of pipe 200 mm

Dismantling of cast iron or SWG drain pipes, jointed in cement mortar and taking out of trenches, if required internal dia of pipe 100 mm

Demolition of Brickwork of stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles and

Demolition of Concrete (unreinforceed) of any description and in any position not otherwise specifically provided for

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-1 smooth finished, and reforming benching as required internal dia of pipe 150 mm

Surface dressing n.exc. 15 cm deep and getting out in soft/loose soil

Excavating in trenchesas, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out as in soft and loose soil

Excavating in trenches, n exc 1.5 m wide and exc 1.5m but n exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft / dis integrated rock

Excavating in trenches, n exc 1.5 m wide and exc exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft / Hard rock

Removing excavated rock material exc 250mtr but not exc 500mtr and depositing where directed at a level n exc 1.5mtr above the starting point

M&L Cement concrete 1:2:4 type B1 using 20 mm graded aggregate in surface channels and drains

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc.

Add or deduct for each 25 mm girth or part thereof over or under 30 cm ditto

M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces even and smooth without using exrtra cement in CM-1:4

M&L PCC 1:3:6 type C 1 20 mm graded aggregate as in coping

Providing, precast cement concrete 1:2:4 type B1 using 20 mm graded aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc. and setting in mortar 1:6 complete

M&L PCC 1:4:8 type D2 using 40 mm aggregate Concrete bed to drain pipes including packing under, and hunching against the sides of pipes after they are laid and tested for bore dia of pipe 150 mm

M&L PCC 1:4:8 type D2 using 40 mm aggregate, 300mm Concrete bed to drain pipes including packing under, and hunching against the sides of pipes after they are laid and tested for bore dia of pipe 300 mm

M&L for Rendering 15 mm thick on fair faces of brick work or concrete surfaces even and smooth without using exrtra cement in CM-1:4

M&L Reinforced concrete pipes, class NP2, laid and jointed complete with collars bore of pipe 150 mm

M&L Reinforced concrete pipes, class NP2, laid and jointed complete with collars bore of pipe 300 mm

S & F Frame work as in doors or gaates of angle or other section with gusset plates, rails, braces,etc complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging, also fastening and fixing Fe 290 (Gde E-165) complete.

M&L two coats of cement based painting on new plastered surfaces of any description, over 10cm in width or girth, not otherwise described

Salt-glazed stoneware gully traps, square or round mouthed, type `P' 150 x150 mm

S&F 0.9 m dia circular extra heavy duty (EHD) FRP frame and cover for sump well which locking arrangement as per drawing fixed complete to manhole as specified and directed

S&F 0.9 m x 1.2 m rectangular extra heavy duty (EHD) FRP frame and cover for sump well which locking arrangement as per drawing fixed complete to manhole as specified and directed

M&L 100mm thick (compacted thickness) WBM, coarse aggregates of grading 1 (90 to 40mm size) granite trap or basalt spread, rolled and consolidated to gradient materials and camber required complete all as specified and directed

M&L for Preparing surfaced water bound macadam surfaces of brushing with wire brushes for removing craced mud etc sweeping wth brooms and finnaly fanning the cleaned surface with gunny bags to removee all loose dirt etc complete all as specified and directed

M&L for applying evenly a priming/ tack coat with bituminous primer at 10 Kg per 10 Sqm using paving bitumen ( VG10) all as specified and directed

M&L for premix Bituminous macadam laid/rolled and compacted to required gradient camber. Qty 1800 x 0.05 = 90 Cum. Note :- (i) Consolidated thickness 75mm or less) complete. (ii) Rate is based on binder contect (VG 30) @4% by weight at total mix

Demolition of ground floor pavings and bituminous road exc 15cm thick (Below are above ground level) complete all as specified

M&L for 40mm thick semi dense asphaltic concrete with 5.5% binder content paving bitumen (VG 30) any penetration rolled aand compected to required camber and gradient complete all as specified and directed

Supplying, installing, testing and commissioning Air cooled four stroke cycle clock wise rotation diesel driven Engine Pumping having with semi open type, CI Impeller CI Shaft, CI casing, Pipe Size 80mm suction 80 mm delivery and handled solid axle is 15.5mm sewage pump self starter operated with support of 1x12 volt 120AH maintenance free battery of Model of Pump with 6 HP SP3L, 1500 HP and 6.5 litrs capacity POL tank 15 head @ 350LPM including auto start control panel,relay,sensor and cable etc Complete all as specified and as directed by Engineer-in-Charge.

Supplying, installing, testing and commissioning Air cooled four stroke cycle clock wise rotation diesel driven Engine Pumping having with semi open type, CI Impeller CI Shaft, CI casing, Pipe Size 80mm suction 80 mm delivery and handled solid axle is 15.5mm sewage pump self starter operated with support of 1x12 volt 120AH maintenance free battery of Model of Pump with 10 HP SP3L, 1500 HP and 6.5 litrs capacity POL tank 15 head @ 350LPM including auto start control panel,relay,sensor and cable etc Complete all as specified and as directed by Engineer-in-Charge.

Supplying, fixing and commissioning ISI mark CI Non Return Valves (Reflux Valves) of size 100 mm dia manufactured by ISO 9001 certified manufacturing company, conforming to IS: 5312 (Part 1&2) of specified diameter with all fixtures accessories of nuts,bolts,washers, clamps etc complete all as specified and directed.

Supplying, installing, testing and commissioning of Tamper proof Kinetic Air valves of PN 1.0 in Gray Cast Iron of size 100 mm dia IS 210 FG 260 with all fixtures accessories of nuts, bolts, washers, clamps etc complete all as specified and directed.

Supplying, Installing , testing and commissioning of Cast Iron Sluice Valves with SS-type Rising Spindle, flange type as per IS : 2906/IS:780, PN-1.0 rating of size 100 mm dia complete as per requirment perfect linking with pipes on either side including lifting and placing in correct position, cleaning ends, inserting gaskets into correct position, jointing pipes and Valve to form water tight joints, including all accessories complete all as specified and directed.

Supplying and fixing CI C class concentric/eccentric reducer for connecting pumps to force main (if required) with all fixture accessories of nuts, bolts,washers, clamps etc complete all as specified and directed.

Supply and laying and fixing of Ductile Iron Pressure Pipes, Centrifugally Cast (Spun), Class "K-9" of size 100mm including specials with socket and spigot ends confirming to IS-8329 in statndard lenghts for push -on Rubber Gasket Jointing with inside cement Motar Lining and black Bitumen exernal coating complete all as specified and directed.

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