PROVN OF SEWAGE TREATMENT PLANT (STP) 35 KLD CAPACITY BEHIND ACCHAR SINGH ENCLAVE UNDER GE (N) AHMEDNAGAR

Amount

(k) Activated Carbon Filter in FRP : Type- Vertical Down flow,Valve - Manual Operated,Diameter - 14'', HOS - 65'',Filter Material- FRP,Frontal piping - In UPVC, Valve - Multiport Valve,Accessories - Pebbles, Gravels, Graded Quartz Sand and Carbon IV 550 - 01 Nos (l) Sludge Pump : Duty-To feed sludge to SHT, Type- Horizontal, Self priming, Monoblock pump,Capacity - 0.5 m3/hr,Head - 10 m,Power - 0.37 kw - 02 Nos ( 1 Duty + 1 Standby) , Make: Kirloskar (m) Interconnected piping (within battery limits) : Gravity piping - UPVC,Pressure piping - UPVC,sch40,Fittings - UPVC solvent jointed,Air Piping - MS - 01 Lot , As required, Make: Prince/Finolex/Eqv. (n) Valves ( Manual) : Pump Discharge - Ball Valve Flange end - Make- Parth/Eqv. ,Discharge Non return - Wafer - M.S. body , M.S. disc, Nitrile - Make-/eqv/PP NRV-Make Parth,Bypass/Tank Drain/sludge drain - Ball Valve -PP- Parth & UPVC - Prince/Eqv.,Sampling valves/Filter pump Valves - Ball Valve - UPVC - Make - Prince/Astral/eqv - 01 Lot, As required (o) Electric Control Panel : Operation - Auto/ Manual operation,Type - Non-Compartmentalized - 01 Nos (p) Electrical accessories & cabling : Flexible - PVC copper cables -01 Lot (q) Instruments : Level Switch - 01 Lot , MOC - PP, As required, Pressure Gauge - 01 Lot, As required

(r). Dosing System : Dosing Pumps - 01 Nos Make : 0-6 lph,E-Dose,Dosing Tank - 01 Nos, 60 lit,0.18 kw (s). Prefabricated Tanks (i) Aeration Tank : Material of Construction-MSEP of Volume 9 m3 (water volume 3.0 m water depth) - 01 Nos (ii) Settling tank : Material of Construction-MSEP of Volume 4 m3 (water volume 3.0 m water depth) - 01 Nos (iii) Chlorine contact Tank : Material of Construction-MSEP of Volume 2 m3 (water volume 3.0 m water depth) - 01 Nos (iv) Sludge holding Tank: (Sintex) of Volume 3 m3 -01 Nos (v) Treated Water Tank: (Sintex) of Volume 5 m3 - 01 Nos (vi) Equipment Room : Material of Construction-MSEP of Size 3mx3mx3m - 01 Nos Note: Equipment's/Electric Panels/Cables/Piping and any other items all as directed and specified by Engineer-in-charge

S&F Sludge disposal (centrifuge) of Capacity 12'', basket type Qty-01 Nos ,all as directed and specified by Engineer-in-charge

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft / loose soil

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Soft / loose soil. complete all as specified and directed by Engineer-in-Charge

Rough excavation not exceeding 1.5 m deep and getting out in Soft / loose soil. complete all as specified and directed by Engineer-in-Charge

Material and labour for plain cement concrete in PCC 1:4:8 type D2 using 40 mm graded aggregates in foundation filling and mass concrete or similar work etc complete all as specified and directed by Engineer-in-Charge

Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and as directed.

Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished fair and even without extra cement.

M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement.

Material and labour for coping type B1 1:2:4 using 20 mm graded aggregates complete all as specified and directed by Engineer-in-Charge

M&L for Mild steel TMT 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips

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

M&L for 150 mm thick plain cement concrete type C- 2, 1:3:6 (40mm graded aggregate) complete all as specified and directed by Engineer-in-Charge

M&L for 100mm thick plain Cement concrete type B-1, 1:2:4 (20mm graded aggregate) complete all as specified and directed by Engineer-in-Charge

M&L for Rough finished surfaces of concrete formwork 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 for flat

S&F for Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165

M&L Excavating over areas, n exc 1.5 m deep and getting out soft / loose soil complete as all specified and directed.

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering complete all specified and as directed.

M&L, Hardcore of broken stone of gauge n exc 63mm deposited, speeded & levelled in layers n exc 15cm thick including watering and ramming etc complete.

M&L for Providing and laying 60mm thick factory made glossy finished chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand all as directed.

M&L for Providing and laying at or near ground level factory made coloured kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil complete all as spd and as directed.

Excavation in trenches n.exc 1.5M wide exc 1.5 m and n.exc 3.0 M in depth for foundation etc or for manholes n.exc 10 Sqm on plan and exc 1.5m indepth and getting out in hard/dense soil all as specified and directed by engineer-in-charge

Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all specified and as directed.

Mild steel TMT 6 mm to 8 mm dia., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips qualit

M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.

M & L for Removing Excavated soils n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point

Preparing new surfaces of walls by brooming down or by steel wire brushing and applying three coat of white wash.

Supply only Integral water proofing compound

M & L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc.

S & F RCC Class NP 2, 250 mm bore pipes laid and jointed complete with collars.

M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and hunching against the sides of pipes after they are laid and tested for pipes of 250 mm bore.

M&L cutting into existing manhole for connecting new drains 150 mm internal dia pipe making good to pipe and rendering. Cutting out existing benching for nd forming branch channel in plain cement concrete (1:2:4) type B1 fished even and fair and forming benching as required

Demolition of cement concrete (unreinforced) of any description, in any position, from the foundation of manhole including benching etc complete all as specified.

Demolition of Reinforced cement concrete of any description and in any position not otherwise specifically provided for.

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

Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, pillars etc.

M&L for Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, in soft and loose soil returning,filling in and ramming earth or broken rubble mixed with earth around, removing surplus material n.exc 50 mtr and making good distrubed surface etc complete all as specified and directed by Engineer-in-Charge.

M&L forHand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 etc complete all as specified and directed by Engineer-in-Charge.

Supply and fix Mild steel bolts 10mm dia and 65 mm long purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut etc complete all as specified and directed by Engineer-in-Charge.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire etc complete all as specified and directed by Engineer-in-Charge.

Supply only chain link fencing made cut from GI wire 10 gauge and 50 mm apperture weight not less than 3 kg / Sqm etc complete all as specified and directed by Engineer-in-Charge.

Supply and fix 10 mm dia mild steel round bars to tighten chain link fencing including necessary hooking binding cutting etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for two coats of synthetic enamel paint over a coat of red oxide primer for new / old steel surfaces of any description exc 10 cm width or girth including preparation of surfaces etc complete all as specified and directed by Engineer-in-Charge.

S& F for Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured).

M&L for framed work 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 confirming to Fe - 410-W (Gde E - 250 quality 'A') complete all as specified and as directed.

Vision Earthcare Pvt Ltd (BID ID -3115073)

EARTH ENVIROTECH SYSTEMS (BID ID -3101819)

Galaxy Construction (BID ID -3126635)

Panse Consultants (BID ID -3112319)

Crown Chemicals (BID ID -3114943)