PROVN OF COMPREHENSIVE RAIN WATER HARVESTING SCHEME ALONGWITH ALLIED INFRA AT VARIOUS AREAS UNDER GE (U) WATER SUPPLY DELHI CANTT-10

Amount

Carryout topographic survey work of approximately 120000 sqm area by total station including marking of important structures, utility(road, buildings and electric poles etc) existing drain at grid of 1x1 mtr and propose suitable area drainage and Rain water harvesting scheme by utilising the existing drain to the extent possible and get the plan vetted by IIT/NIT. The scheme so approved shall be illustrated in detailed drawings duly marking the invert levels of drains, earthen pond, rain water recharge pit etc complete all as specified & as directed by Engr-in-Charge

Surface Dressing in soft loose soil n exc 15cm deep and getting out for connecting to Earthen pond complete all as specified & directed.

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

Add to Srl item No 3 here-in-before for each additional 1.5m or part thereof in depth beyond the first 1.5 m complete all as specified and directed.

Excavating over areas, exc 3m deep and getting out in soft soil complete all as specified & directed.

Excavating over areas, n exc 1.5m deep and getting out as in Hard soil complete all as specified & directed.

Excavating over areas, exc 1.5m deep but n.exc 3m in depth and getting out as in Hard soil complete all as specified & directed.

Excavating over areas, exc 3m deep but n.exc 4.5 in depth and getting out as in Hard soil complete all as specified & directed.

Excavating over areas, n.exc 1.5m deep in depth and getting out as in Disintegarted rock complete all as specified & directed.

Excavating over areas, exc 1.5m deep but n.exc 3m in depth and getting out as in Disintegarted rock complete all as specified & directed.

Excavating over areas, exc 3m deep but n.exc 4.5m in depth and getting out as in Disintegarted rock complete all as specified & directed.

Excavating in trenches by cutitng of road crossing PCC hard standing for taking out/laying of pipe including making good the existing surface with same finish to match the original finish complete all as specified & directed.

Excavation in trenches in soft/loose soil not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for foundation etc for drain, RWH pit, shaft, wells, pipes, cesspits, cables, manholes, pier holes etc and getting out soft soil complete all as specified & directed.

Excavation in trenches in soft/loose soil exceeding 1.5 meter and not exceeding 3 meter in depth for foundation etc for for drain, RWH pit, shaft, wells, pipes, cesspits, cables, manholes, pier holes etc and getting out soft soil complete all as specified & directed.

Excavation in trenches in soft/loose soil exceeding 3meter wide in depth for foundation etc for for drain, RWH pit, shaft, wells, pipes, cesspits, cables, manholes, pier holes etc and getting out soft soil complete all as specified & directed.

Excavation in trenches in Hard /dense soil not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for foundation etc for for drain, RWH pit, shaft, wells, pipes, cesspits, cables, manholes, pier holes etc and getting out soft soil complete all as specified & directed.

Excavation in trenches in Hard /dense soil exceeding 1.5 meter wide and not exceeding 3 meter in depth for foundation etc for for drain, RWH pit, shaft, wells, pipes, cesspits, cables, manholes, pier holes etc and getting out soft soil complete all as specified & directed.

Excavation in trenches in Hard /dense soil exceeding 3 meter in depth for foundation etc for for drain, RWH pit, shaft, wells, pipes, cesspits, cables, manholes, pier holes etc and getting out soft soil complete all as specified & directed.

Excavation in trenches in disintegrated rock n.exceeding 1.5 meter wide and 1.5mtr in depth for foundation etc for for drain, RWH pit, shaft, wells, pipes, cesspits, cables, manholes, pier holes etc and getting out soft soil complete all as specified & directed.

Excavation in trenches in hard rock n.exceeding 1.5 meter wide and 1.5mtr in depth for foundation etc for for drain, RWH pit, shaft, wells, pipes, cesspits, cables, manholes, pier holes etc and getting out soft soil complete all as specified & directed.

Excavation in trenches in hard rock exceeding 1.5 meter but n.exc 3mtr in depth for foundation etc for for drain, RWH pit, shaft, wells, pipes, cesspits, cables, manholes, pier holes etc and getting out soft soil complete all as specified & directed.

Excavation in trenches in hard rock exceeding 3 meter in depth for foundation etc for for drain, RWH pit, shaft, wells, pipes, cesspits, cables, manholes, pier holes etc and getting out soft soil complete all as specified & directed.

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

M&L 300mm thick layer of sand complete all as specified & directed.

M&L 300mm thick layer of boulders 5-10cm dia complete all as specified & directed.

M&L 400mm thick layer of gravel 10-20mm dia complete all as specified & directed.

Excavating in post holes insoft/loose soil each n.exc 0.5 cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm complete all as specified & directed.

M&L moorum/red bajri filling laid in layer n. exc. 15 cm thick spread, levelled and rammed incl, watering complete all as specified & directed

M&L hard core of gauge n.exc 63mm, deposited, spread and lerelled in layers n.exc 15 cm thick watered and rammed to a true surfce with broken stone or boulders, 15mm thick in CM 1:4 complete all as specified & directed.

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

Removing excavated material n.exc. 250 mtrs and depositing where directed at a level and excess 1.5 mtr from the starting poiint complete all as specified & directed. (for embankment use)

Removing excavated material and depositing outside of MoD land at a distance exceeding 5 KM complete.

Returning,filling in,including spreading,levelling,watering and well ramming in layers not exc 25cm in soft/loose soil complete all as specified & directed.

M&L brick aggregate of size 40 mm to 63 mm. The first layer in rain harvesting pit is to be provided with brick aggregate and to be provided in the layer upto 400 mm complete all as specified and as directed

M&L gravells 05-10 mm to be provided for second layer of rain water harvesting pit and is to be provided upto the layer of 400 mm complete all as specified and as directed

M&L for filling sand in the third layer of rain water harvesting pit. The sand particals should be of size 1.5 to 5 mm and to be provided in the layer upto 400 mm thick complete all as specified and as directed

Forming embankment including raising (or lowering)earth, spreading in layears n exc. 30 cm thick watering ramming/ rolling and finishing to required size and shape etc.n exc. 1.5m high from base complete all as specified & directed.

M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping of drain and the like including weathering slightly rounded or chamfered angles and throating as direcetd and finishing the concrete surface with out using extra cement complete all as specified and as directed.

M&L PCC 1:2:4 type B-1( using 20mm graded stone aggregate) as in benching, kerbs and similar work rounded or chamfered complete all as specified and direcetd.

M&L for pre cast RCC 1:2:4 type B-1 as in cover slab inclusive of form work and set in CM 1:4 all as specified and direcetd.

M&L mild steel framed work such as grills, gratings etc with ends of bars shouldered and/or riveted, welded or forged into spikes, framed guard bars, window frames, barred iron doors, ladder, framed balusters, walk ways, railing, frame work of water tanks and similar work fixed in position including holdfasts or screws conforming to Fe-290 Gde-E-165 complete all as specified and direcetd.

M&L glossy finished pre-polished coloured machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigments all as specified and direcetd.

M&L Cement Concrete in foundation, filling, flooring sub base and mass concrete Type D2, 1:4:8 ( 40 mm graded aggregate ) complete all as specified & directed.

M&L RCC type M-25 as in surface channels, drains walls and cover slab complete all as specified & directed.

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

M&L Brick work with sub class B bricks straight or curved on plan exc 6 m mean radius built in 1:6 complete all as specified & directed.

M&L Rendering 12mm thick on fair faces of brick work or concrete surfacs 1:3 complete all as specified & directed.

Dismantiling of Asphalt road, Bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer) complete all as specified & directed.

M&L Solling or sub base 200mm (spread thickness) with broken boulders or quarried stone interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified & directed.

M&L 75mm thick (compacted thickness ) WBM with granite trap,or basalt 2 (63mm to 40mm size) or of grading 3 ( 50mm to 20mm size) spread,rolled and consolidated to required gradient and camber with 8 to 10 tonne power roller complete all as specified & directed.

Preparing unsurfaced WBM surfaces with wire brushes for removing cacked mud etc ,sweeping with brooms and finally fanning with gunny bages to loose all dirt etc complete all as specified & directed.

M&L applying evenly priming/tack coat with bituminous primer @ 10Kg/10Sqm with paving bitumen any penetration complete all as specified & directed.

M&L bituminous premixed asphaltic semidense concrete 40mm thick consolidated thickness paving bitumen VG-30any penetration with 5.5% of binder content by weight of total mix compacted with 8 to 10 tonne power roller to required camber and gradient as directed.

Demolition & breaking up drain pipes (salt glazed stoneware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 200mm complete all as specified & directed.

M&L concrete bed to 200mm bore drain pipe in cement concrete 1:3:6, Type-C-2(using 40mm graded stone aggregate) including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified & directed.

Demolition of brick work in cement mortar complete all as specified & directed.

Cutting into existing manholes for connecting new drains of 200mm intenal dia, 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 cmooth finished and reforming benching as required complete all as specified & directed.

M&L cement conncrete type B-2, 1:2:4 (using 40mm graded stone aggregate) as in surface channels and drains complete all as specified & directed.

M&L cement concrete type B-0, 1:2:4 (using 12.50mm graded stone aggregate) as in coping, kneelers, apex stones, bed plates, kerbs not provided for in tems 04028 of SSR Part-II, water troughs and the like including weathering, slightly rounded for chamfered angles adn throating complete all as specified and directed.

S&F SFRC manhole cover of size 750x750x65mm thick with frame set in CM 1:4 complete all as specified and directed. (Note :- Contractor will provide manufacturer test certificate of SFRC cover & frame)

M & L for cement concrete 1:3:6 type C-2 (40mm graded aggregate) as in post/strut foundation complete all as specified & directed.

S & F framed work such as post and struts infencing,wind ties, including pintal hinges bolt etc complete confirming to Fe-290 Gde E-165 complete all as specified & directed.

S & F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long complete all as specified & directed.

Supply only chain link MS galvanised fencing IS:2721 (2003) any size or type @ 2 kg/ sqm having tensile strength within the range of 400 to 550 Mpa complete all as specified & directed by Engr-in-Charge.

Fixing only Chain link fencing including line wires, any mash, size and type to any type of standarded, rail, straining bolts, etc. including provision of binding wire complete all as specified & directed.

Preparing new steel surfaces of any description exc 10cm width or grith and applying one coat of synthetic enamel paint complete all as specified & directed.

S&F steel tubular work as in gate including special shaped washer etc complete using ERW or including butt welded tubes conforming to IS 1161-1979 grade St-240complete all as specified & directed.

M&L Boulder pitching, laid dry, hand packed tightly of 230 mm thick with 150 to 200 mm boulder size complete all as specified & directed.

M&L RCC, M-30 (20mm graded Aggregates) in foundation, including rafts, footings, foundation beams, plinthbeams, bases for columns, for base etc, basement slab, under rimmed piles and mass concrete.

M&L RCC, M-30 (20mm graded Aggregates) slabs supported on walls, beams and column in floors, roof, roof slab, landings, balconies, canopies, deck slabs, for wall and in shelves and the like complete all as specified & directed.

M&L RCC, M-30 (20mm graded Aggregates) beams, cantilevers, bressumers, lintel over 1.5 mt span complete all as specified & directed.

M&L RCC, M-30 (20mm graded Aggregates) column, pillars, piers, posts and struts complete all as specified & directed.

M&L RCC, M-30 (20mm graded Aggregates) chullah hoods; stairways including steps, string pieces, carriage ways etc., comlptete any section straight or winding but excluding landing: RCC water tank upto 1500 litres complete all as specified & directed.

M&L TMT Steel bars 8 mm dia and over, cut to length, bent to shape requirexd, including cranking, bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips complete all as specified & directed. (a) Thermo mechanically treated (TMT) bars Fe - 415 grade for all diameters Total Cu. Mt of X 80 Kg

Form work to sides of concrete foundation, footing, bases of columns, raft,and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work vertical or to batter complete all as specified & directed.

Form work to soffits of suspended slabs such as roof slabs, slabs in curve & rough, landings and similar work; not exceeding 200mm thk (horizontal or sloping) complete all as specified & directed.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressumers, lintels, cantileevrs, shelves including supports, overhangs, faces of wall (vertical in curve and rough) etc. also splays between foors and beams complete all as specified & directed.

Formwork to sides of pillar, posts, struts, piers, columns and stanchions complete all as specified & directed.

M&L Reinforced concrete pipes, class NP3, laidand jointed completewith collars 450 mm dia complete all as specified & directed.

M&L brick work with sub class 'B' brick straight or curved on plan exe 6m mean radius built in CM 1:4 complete all as specified & directed.

S&F PVC pipe for Air vent-150 mm dia (SCH-40)complete all as specified & directed.

M&L 15mm thick cement plaster on fair faces of brick work or concrete surfaces in CM 1:4 complete all as specified & directed.

M&L pre cast RCC 1:2:4, type B-1 as in cover slab inclusive of form work and set in CM 1:4 complete all as specified & directed.

Manufacturing, supplying and fixing retro reflective mandatory/regulatory sign board of 900mm dia with supporting legs of 3750mm and made of 2mm thick aluminium sheet, face to be fully covered with high intensity ensapsulated type heat activated retro reflective sheeting conforming to type -IV of ASTM-D in blue and silver white or other colour combination incl subject matter, message, symbol and border etc as per IRC 67:2001 paste by adhesive backing which shall be activated by applying heat and pressure conforming to class-2 and fixing the same with suitable size aluminium revitt to back support frame of MS angle iron of size 35x35x5mm to the vertical post made upto MS tee section ISMT 50x50x6 mm at the bottom end and incl making holes in pipe, angle, flat, providing and fixing message plate of required size steel work to be painted with two or more coat of synthetic enamelled paint of required shade and of approved brand over priming coat of zinc chromate yellow primer (support to be painted in black and white colour). Back side of aluminium sheet to be painted with two or more coat of epoxy paint over and incl appropriate priming coat incl all leads and lifts etc as per drawings complete all as specified & directed.

Trial borewell of 200 mm dia upto 200 mtr deep below the ground level in any kind of soil/strata incl hard stone/boulders incl electronic logging, MS cap, MS flt iron clamp, reducing socket etc complete all as specified and as directed

M&L for 5mm thick cement plaster on fair faces of concrete surfaces in CM 1:3 on ceiling complete all as specified & directed

Supply only integral water proofing compound complete all as specified & directed

Description of Work / Item(s)

Amount

Supplying, laying, jointing, testing and commisioning of DI Pipe 400mm dia as per IS 8329-2000, class K-7 with inside cement mortar lining with spigot and flanged ends laid in trenches/duct including tyton joint(Rubber gasket joint) all complete all as specified and as directed

Supplying, laying, jointing, testing and commisioning of DI Pipe 150mm dia as per IS 8329-2000, class K-7 with inside cement mortar lining with spigot and flanged ends laid in trenches/duct including tyton joint(Rubber gasket joint) all complete all as specified and as directed

M&L CI/DI fittings/specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of sizes upto 400mm confirming to IS: 9523-2000 complete all as specified and directed.

Supply, fixing, jointing & testing Cast Iron Sluice Valve of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.6, PD Short body, confirming to IS 14846-2000, having stainless steel spindle with cast iron operation wheel at top complete all as specified and as directed with following sizes:- Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item. (a) 150 mm bore

(b) 400 mm bore

Supply, fixing, jointing and testing of Cast iron Non Return valve without by pass arrangement, swing type, confirming to IS 5312-(Part I) - 1984, flanged ends pressure rating PN 1.6 complete complete all as specified and as directed with following sizes Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item. (a) 400mm dia

(b) 150 mm dia

Supply and fix Cast Iron Air Valves with two air Outlets, conforming to IS 14845 of size 200 mm dia bore and fixing up in Cast Iron Water supply mains of size upto 400 mm dia flanged ends pressure rating PN 1.0 complete complete all as specified and as directed Note:- Joints complete with jointing material shall deemed to be included in the unit rate of this item.

M&L for excavation in any type of soil through trenchless technology by HDD (Horizontal directional drilling method) including preparing and setting up the plant and equipment. Preparing new pipe work material including all related civil work and mechanical work like excavation, shoring/strutting etc drilling, stringing, reaming and pulling back the new pipe work on the path alignment proper disposal of drilling fluid and ground penetrating radar survey to protect any exiting utilities at the pipe installation location restoration of site after completion all inclusive as per and STT IS No 2.3.2.2.2.2. second edition 2008 code of practice for trenchless technology suiting Indian condition for making horizontal bore of size upto 600mm dia suitable for HDPE pipe insertion under road crossing /hard standing including HDPE pipe upto 500 mm nominal dia of 28.3 mm min. Wall thickness of grade PE 80 for protection of MS pipe dia upto 400mm to any depth by manually or any means complete all as specified and directed Note:- (a) MS Pipe will be measured and paid for separately. (b) Permission required from civil authority/department prior to executing the work is the responsibility of contractor and the cost for the same shall be deemed to be included in unit rate quoted by the contractor complete all as specified and directed

Supplying, laying, jointing, welding & testing MS Pipe IS 3589 (1981), of 400 mm bore 6 mm thickness laid in trenches/bore or laying on floors for connections to Non clogging/submersible pump sets for suction, to header and to connected outgoing water main CI/DI pipe line complete including welding works/fittings all as specified and directed

Supplying, laying, jointing, welding & testing MS Pipe IS 3589 (1981), of 150 mm bore 6 mm thickness laid in trenches/bore or laying on floors for connections to Non clogging/submersible pump sets for suction, to header and to connected outgoing water main CI/DI pipe line complete including welding works/fittings all as specified and directed

S&F Non clog vertical submersible pumps 36HP/27KW flow 4000 lpm and 25 mtr head with chrome steel impeller and cutter, non-clog to pass 76 mm size particles including Supply, installation with Stationary Execution with Power & Control cable, Duckfoot Bend with Guide Wire Installation Kit 2 X 5 mtrs Guide Wire (SS 304) Dual Rail System suitable for depth of 4.5m 5 mtrs Lifting Chain (MS Galvanized), Earthing, testing complete with 2 years maintenance complete all as specified and as directed

M&L Earthing with galvanized steel earth plate electrode 600 mm x 600 mm x 6 mm thick, buried directly in ground (earth pit not less than 2.25 m below normal ground level) with top edge of earth platenot less than 1.5 m below normal ground level connected to galvanized earth lead to GI strip 32 x 6 mm, by means of bolts, nuts, check nuts and washers of brass connected all as shown in the electrical plate No 5 of MES schedule Pt-I 1991, including necessary earth work and PCC 1:2:4 type B2 pit including charcoal & common salt in alternate layers of 150 mm thick, Gi pipe 20 mm dia light grade watering pipe with PGI funnel with wire mesh, cover 40 mm thick in RCC 1:2:4 with 8 mm dia TMT bar @ 75 mm centre to centre both ways, lifting handel 2 Nos of 12 mm dia MS round bar on both sides fixed in MS angle iron frame 40x40x5 mm and GI strip 32x 6mm from earth plate to test point upto 7.5m including 40mm dia protection pipe, light grade upto 7.5m length including testing point of Phosphorous bronze/gun metal of size 75x75x25 mm and connected to earthing test point including testing on completion complete.

M&L for 200 mm internal dia UPVC casing pipe conforming to IS-4985-2000 in 6m length of pressure rating 10Kgs/sq Cm with all necessary fittings including joiting and jointing materials complete all as specified and as directed

M&L for 200 mm internal dia UPVC slotted pipe conforming to IS-4985-2000 (SCH-40) having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessary fittings including joiting and jointing materials complete all as specified and as directed

Supplying, installing, testing & commissioning of factory assembled silent Diesel Engine driven generating set 1500RPM of capacity 200 KVA available, 3 phase, 4 wire,415 volt, 0.8 PF, complete with control panel including integrated powder coated acoustic enclosure as per latest CPCB regulations and duly certified by agencies/labs designated by MoEF/CPCB norms as per latest guidelines of Delhi NCR at 100% load under free field conditions for noise and sound pollution level, etc floor mounted including PCC foundation as per manufacturer's instructions complete all as specified and directed and comprising of the following :- (A) DIESEL ENGINE required capacity for driving 200 KVA alternator multi cylinder, vertical type, 4 stroke, water cooled, electric start conforming to IS : 10001/10002/BS-5514 for continuous running capable of taking 10% overload for one hour in 12 hours complete and comprising of the following :-

(i) Radiator (ii) Radiator fan with guard (iii) Flywheel with starter ring B18(iv) Air cleaner oil bath type (v) Vacuum indicator (vi) Electronic governor class 1A (vii) Exhaust silencer (viii) Fuel filter & fuel hoses (ix) Fuel injection pump (FIP) (x) Fan & water pump assembly (xi) Lub oil filter & Pump (xii) Electric starting system with battery charging alternator and axial type starter motor including adequate number of high capacity maintenance free lead acid battery 2 NOs, 12 volts 180 AH DC as per manufacturers requirement including interconnecting cables/leads with terminals complete with starting/stopping switch, volt meter etc - 01 Set. (xiii) Engine safety shut down system against low lub oil pressure and high water temperaure (xiv) Exhaust gas driven turbo charger (xv) Oil filter (xvi) Lub oil cooler (xvii) All accessories as required.

(B) ENGINE INSTRUMENT PANEL digital type indicating the following (i) Starting switch on/off (ii) Water temp indicator (iii) Hour meter cum RPM indicator (iv) Lub oil pressure (v) Lub oil temperature (vi) Battery charging meter/indicator (vii) Safety alarm against high water temp and lub oil pressure (C) ALTERNATOR Shall be self excited, self regulated, brush less for 200 KVA continuous operation at the speed of 1500 RPM at 415 volts, 50Hz , three phase four wire system with advance electric voltage regulator to ensure high voltage accuracy with +1% with class H insulation and SPDP enclosure directly coupled with engine through flexible coupling and confirming IS- 13364 complete- 1 No. (D) Common fabricated base frame for engine & alternator made from structural channel, jerk proof PCC 1:2:4 type B1 foundation including adequate number of .suitable anti-vibration pads all as per the recommendation of the manufacture- 01 No (NOTE:- Cost of suitable size of PCC foundation is deemed to be included in the unit rate quoted by the contractor.

(E) Steel fuel tank fabricated out of 14 SWG MS sheet of capacity not less than 12 hrs continuous operation, with fuel level guage, drain plug, locking arrengements, etc with & including GI pipe connections duly laid as per engineering practice complete.

Supplying, installing, testing & commissioning of factory assembled silent Diesel Engine driven generating set 1500RPM of capacity 40 KVA available, 3 phase, 4 wire,415 volt, 0.8 PF, complete with control panel including integrated powder coated acoustic enclosure as per latest CPCB regulations and duly certified by agencies/labs designated by MoEF/CPCB norms as per latest guidelines of Delhi NCR at 100% load under free field conditions for noise and sound pollution level, etc floor mounted including PCC foundation as per manufacturer's instructions complete all as specified and directed and comprising of the following :- (A) DIESEL ENGINE required capacity for driving 40 KVA alternator multi cylinder, vertical type, 4 stroke, water cooled, electric start conforming to IS : 10001/10002/BS-5514 for continuous running capable of taking 10% overload for one hour in 12 hours complete and comprising of the following :-

(i) Radiator (ii) Radiator fan with guard (iii) Flywheel with starter ring (iv) Air cleaner oil bath type (v) Vacuum indicator (vi) Electronic governor class 1A (vii) Exhaust silencer (viii) Fuel filter & fuel hoses (ix) Fuel injection pump (FIP) (x) Fan & water pump assembly (xi) Lub oil filter & Pump (xii) Electric starting system with battery charging alternator and axial type starter motor including adequate number of high capacity maintenance free lead acid battery 1 NOs, 12 volts 180 AH DC as per manufacturers requirement including interconnecting cables/leads with terminals complete with starting/stopping switch, volt meter etc - 01 Set. (xiii) Engine safety shut down system against low lub oil pressure and high water temperaure (xiv) Exhaust gas driven turbo charger (xv) Oil filter (xvi) Lub oil cooler (xvii) All accessories as required.

(B) ENGINE INSTRUMENT PANEL digital type indicating the following (i) Starting switch on/off (ii) Water temp indicator (iii) Hour meter cum RPM indicator (iv) Lub oil pressure (v) Lub oil temperature (vi) Battery charging meter/indicator (vii) Safety alarm against high water temp and lub oil pressure (C) ALTERNATOR Shall be self excited, self regulated, brush less for 40 KVA continuous operation at the speed of 1500 RPM at 415 volts, 50Hz , three phase four wire system with advance electric voltage regulator to ensure high voltage accuracy with +1% with class H insulation and SPDP enclosure directly coupled with engine through flexible coupling and confirming IS- 13364 complete- 1 No. (D) Common fabricated base frame for engine & alternator made from structural channel, jerk proof PCC 1:2:4 type B1 foundation including adequate number of .suitable anti-vibration pads all as per the recommendation of the manufacture- 01 No (NOTE:- Cost of suitable size of PCC foundation is deemed to be included in the unit rate quoted by the contractor.

(E) Steel fuel tank fabricated out of 14 SWG MS sheet of capacity not less than 12 hrs continuous operation, with fuel level guage, drain plug, locking arrengements, etc with & including GI pipe connections duly laid as per engineering practice complete.

Supplying, laying and testing cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 Volts grade with standard aluminium conductor of size 240 sqmm 3.5 core complete all as specified and directed.

Supplying, laying and testing cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 Volts grade with standard aluminium conductor of size 95 sqmm 3.5 core complete all as specified and directed.

M&L sand filling with clean dry find sand unwashed including gently punning around cables in trenches for cable protection complete all as specified and directed.

Supplying & Laying Sub Class `B’ bricks old size with axis of the bricks perpendicular to the axis of the cable as in cable protection all as specified and directed.

M P TYAGI ENGINEERS AND CONTRACTORS

AMIT ASSOCIATES

MAGO CONSTRUCTION PVT. LTD.

ASSOCIATED CONSTRUCTION CO.

B D Raizada Projects Pvt Ltd

Global Enterprises

MAGO CONSTRUCTION PVT. LTD.

M P TYAGI ENGINEERS AND CONTRACTORS

B D Raizada Projects Pvt Ltd

AMIT ASSOCIATES

Global Enterprises

ASSOCIATED CONSTRUCTION CO.

Bidder Name

AMIT ASSOCIATES

Global Enterprises

B D Raizada Projects Pvt Ltd

M P TYAGI ENGINEERS AND CONTRACTORS

India Guniting Corporation

ASSOCIATED CONSTRUCTION CO.

MAGO CONSTRUCTION PVT. LTD.