PROVISION OF SUMP PUMP ROOM AND ALLIED FACILITIES FOR UTILISATION OF TREATED WATER AT NOFRA AND NAVY NAGAR UNDER GE (NW) NAVY NAGAR COLABA MUMBAI

Amount

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out In Hard/dense soil complete all as specified and directed by Engineer-in-Charge.

Excavating over areas, not exceeding 1.5 m deep and getting out in hard /dense soil complete all as specified and directed by Engineer-in-Charge.

Excavating over areas, exceeding 1.5 m but not exceeding 3.0 m deep and getting out in hard /dense soil complete all as specified and directed by Engineer-in-Charge.

Excavating over areas, exceeding 1.50 m but not exceeding 3.00 m deep and getting out in hard Rock complete all as specified and directed by Engineer-in-Charge.

Excavating over areas, exceeding 3.0 m but not exceeding 4.50 m deep and getting out in hard Rock complete all as specified and directed by Engineer-in-Charge.

Excavating over areas, exceeding 4.50 m but not exceeding 6.0 m deep and getting out in hard Rock complete all as specified and directed by Engineer-in-Charge.

Excavating over areas, exceeding 6.0 m but not exceeding 7.50 m deep and getting out in hard rock complete all as specified and directed by Engineer-in-Charge.

Excavating over areas, exceeding 7.50 m but not exceeding 9.0 m deep and getting out in hard rock complete all as specified and directed by Engineer-in-Charge.

Material and labour for hardcore of guage exceeding 63mm but not exceeding. 100 mm, deposited, spread and levelled in layers not exceeding. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

Material and labour for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

Material and labour for polythene film, 500 micron thick (virgin plastic), laid on a coat of bitumen primer, Vg10 @ 0.30 to 0.50 kg per sqm complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC type B2 (1:2:4) (40 mm graded aggregate) cement concrete in foundations, filling and mass-concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour screed bed of bedding layer or mortar in CM (1:3) 50mm thick for laying floor finishes complete all as specified and directed by Engineer-in-Charge

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

Removing excavated hard/dense soil not exc 1.5 km from starting point and deposting were directed at a level not exceeding. 1.50mtr above the starting point complete all as specified and directed by Engineer-in-Charge. Note : The item will be measured for removal from site of excavation and stacking point. If the material is ordered to use for returning filling, same shall be measured and paid separately.

Removing excavated hard / dense soil out side of MoD land complete all as specified and directed by Engineer-in-Charge. Note : Contractor should make his own arrangement for disposal of excavated material outside of the MoD land.

Removing of excavated hard rock out side of MoD land complete all as specified and directed by Engineer-in-Charge. Note : Contractor should make his own arrangement for disposal of excavated material outside of the MoD land.

Material and labour for RCC- M-30 (Design Mix) using 20mm graded aggregate integrated with high range water reducing admixture at the rate of 150ml per 50 kg bag of cement with integral cement water proofer and crystalline water proofer mixed at the rate as per manufacturers instructions for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge.. Note:- Admixture and WPC material shall be mesured and paid separately.

Material and labour for use and waste of formwork for rough finished surface 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 complete all as specified and directed by Engineer-in-Charge.

Material and labour for TMT steel of grade Fe 500D Corrosion resistance steel (CRS) with percentage elongation more than 16 %, 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 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

Material and labour for RCC- M-30 (Design Mix) using 20mm graded aggregate integrated with high range water reducing admixture at the rate of 150ml per 50 kg bag of cement with integral cement water proofer and crystalline water proofer mixed at the rate as per manufacturers instructions for walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footing including attached pilasters and buttresses complete all as specified and directed by Engineer-in-Charge.. (Note:- Admixture and WPC material shall be mesured and paid separately)

Material and labour for use and waste of formwork for rough finished surface to sides of concrete faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surfaces of concrete measured flat wall complete all as specified and directed by Engineer-in-Charge.

Material and labour for RCC- M-30 (Design Mix) using 20mm graded aggregate integrated with high range water reducing admixture at the rate of 150ml per 50 kg bag of cement and integral cement water proofer and crystalline water proofer mixed at the rate as per manufacturers instructions for Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge. Note:- Admixture and WPC material shall be mesured and paid separately.

Material and labour for use and waste form work for fair finished surfaces of concrete measured flat for sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed by Engineer-in-Charge.

Material and labour for TMT steel of grade Fe 500D Corrosion resistance steel (CRS) with percentage elongation more than 16 %, but 5 to 10mm dia in stirrups, spacers & binders, 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 0.9mm dia or securing with clips and complete all as specified and directed.

Material and labour RCC- M-30 (Design Mix) using 20mm graded aggregate integrated with high range water reducing admixture at the rate of 150ml per 50 kg bag of cement and integral cement water proofer and crystalline water proofer mixed at the rate as per manufacturers instructions for Beams, cantilevers, bressummers, lintels over 1.5m span and complete all as specified and directed. Note:- Admixture and WPC material shall be mesured and paid separately.

Material and labour for use and waste formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed by Engineer-in-Charge.

Material and labour RCC- M-30(Design Mix) using 20mm graded aggregate integrated with high range water reducing admixture at the rate of 150ml per 50 kg bag of cement and integral cement water proofer and crystalline water proofer mixed at the rate as per manufacturers instructions for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like and complete all as specified and directed. Note:- Admixture and WPC material shall be mesured and paid separately.

Material and labour for use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces of concrete measured flat complete all as specified and directed by Engineer-in-Charge.

Material and labour for use and waste formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exceeding 20cm wide complete all as specified and directed by Engineer-in-Charge.

Supply only high range water reducing admixture complete all as specified and directed by Engineer-in-Charge. Make:- Fosroc /Fastflex Dr Fdot/ STP /CICO

Supply only Admixture integral cement water proofer mixed at the rate as per manufacturers instructions complete all as specified and directed by Engineer-in-Charge. Make:- Fosroc /Fastflex Dr Fdot/ STP /CICO

Material and labour for rendering 10mm thick in CM (1:4) on ceilling concrete surfaces complete all as specified and directed by Engineer-in-Charge.

Supply and fixing splash stone (Granite stone) size 250mmx250mmx40mm thick over RCC pedastal top base slab with screed bed 20mm thick CM 1:3complete all as specified and directed by Engineer-in-Charge.

Supply and fixing aluminium sheet of 16 guage thickness 200mm wide shall be placed as horizontal constuction joint in side wall in each construction joint in single piece complete all as specified and directed by Engineer-in-Charge.

Material and labour for cast iron pipes 100mm dia with spigot and socket ends centrifugally cast. Class LA, in any length, laid in trenches complete all as specified and directed by Engineer-in-Charge.

Material and labour for cast iron pipes 150mm dia with spigot and socket ends centrifugally cast. Class LA, in any length, laid in trenches complete all as specified and directed by Engineer-in-Charge.

Supply and fixing for 100mm dia Cast Iron cowls complete all as specified and directed by Engineer-in-Charge.

Supply and fixing framed work as for Manhole, 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 all as specified & directed by Engineer-in-Charge.

Supply and fixing 100mm Butt hinges, heavy weight, cold rolled mild steel, and fixed complete all as specified & directed by Engineer-in-Charge.

Material and labour for two coats of aluminium paint over a coat of red oxide zinc chrome primer over steel surfaces of any description, over 10cm in width or girth,not otherwise described complete all as specified & directed by Engineer-in-Charge.

Material and labour for water resistant rubberised (epoxy) bonding agent, over 50 mm thick concrete with 8mm aggregate with cement content 360 kg/cum for construction joints before starting the concrete over the surface complete all as specified and directed by Engineer-in-Charge.

Material and labour for two coats of acrylic polymer modified cementitious waterproofing coating after mixing two packs of different material as recommended by the manufacture on concrete surface including surface preparation complete all as specified and directed by Engineer-in-Charge.

Material and labour water proofing treatment and plaster for sump internal and external shall be applied as given below complete all as specified and directed by Engineer-in-Charge. :-

(i) Dampen all surfaces immediately ahead of acrylic cementitious waterproofing application. whilst the surface is still damp from saturation (SSD), apply one coat of sika top seal 109/ brush bond Fosroc /Fastflex Dr Fixit/ STP /CICO primer approx 200 gms/ sqm, as per manufacturer's instruction. (ii) Applying second coat of water proof elastic Acrylic modified waterproofing coating on the entire area and second coat shall be applied after 6-8 hrs of application of previous coat i.e. as mentioned here-in-before para (i) in the direction right angle to the previous coat. the waterproofing coating should be taken to a height of minimum 200 mm above the finished floor level on the vertical surface complete all as specified and directed by Engineer-in-Charge. (iii) Apply SIKA FABRIC 50 / FOSROC / Dr Fixit/ STP / CICO whilst the first coat is wet and then apply second coat complete all as specified and directed by Engineer-in-Charge. (iv) Apply a protection layer of 15 mm thick plaster made of (1:4) cement sand mortar admixed with integral waterproofing compound SIKACIM/ Fosroc /Dr Fixit/ STP / CICO confirming to IS: 2645 as per manufacturers instructions, over the applied waterproofing coating and broadcast with quartz sand to form mechanical key complete all as specified and directed by Engineer-in-Charge. Note:- Water proofing treatment shall be executed through autherised applicator only )

Material and labour for sealing of pipe penetration through the RCC slab or walls using SIKAGARD 694 F (I) /F0SROC / STP / DR Fixit/ CICO, around the perimeter of the pipe complete all as specified and directed by Engineer-in-Charge.

Material and labour for testing of UG Sump against leakage/seepage as per IS:3370. The rate of filling of water in underground sump shall be 300 mm depth per day and the testing of sump of water tightness shall be as per IS: 6494 complete all as specified and directed by Engineer-in-Charge. Note :- Potable Water shall only be used for testing the UG Sump.

Material and labour for use and waste of timbering as planking and Shuttering for excavations in over area and including use and waste if ranking shores and fixing and removing including wales, struts, open poling boards, etc if tightly driven close butt-jointed sheeting is ordered including packing cavities behind the sheeting with suitable material complete all as specified and directed by Engineer-in-Charge. Note : The item shall be executed as per IS 3764 : 1992 (Excavation work – Code of safety)

Material and labour RCC M30 (Design Mix) using 20mm graded aggregate for Columns, pillars, piers, posts and struts and complete all as specified and directed.

Material and labour RCC M30 (Design Mix) using 20mm graded aggregate for Beams, cantilevers, bressummers, lintels over 1.5m span and complete all as specified and directed.

Material and labour RCC M30(Design Mix) using 20mm graded aggregate for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like and complete all as specified and directed.

Material and labour rendering 15mm thick in CM (1:6) on wall finished even and fair without using extra cement complete all as specified & directed by Engineer-in-Charge.

Material and labour for plastering on concrete surfaces of beams, lintels, walls etc, 20mm thick (15+5mm)in two coats in CM (1:4) , mixed with water proofing compound on fair faces of brick work or concrete surfaces, finished fair & even without using extra cement complete all as specified. Note :- WPC to be mixed in setting coat only and shall be measured and paid separately.

Material and labour rendering 5mm thick in CM (1:4) on concrete surface of ceiling, finished even and fair without using extra cement complete all as specified & directed by Engineer-in-Charge.

Supply only water proofing compound ISI marked complete all as specified and directed.

Material and labour applying two coat of oil bound emulsion distemper on new decorated surfaces over a coat of primer with a coat of wall putty including preparation of surface and complete all as specified & directed by Engineer-in-Charge.

Material and labour preparation of new undecorated surfaces of walls,soffit and applying two coats of weather proof Acrylic based paint(100% Acrylic) exterior grade over a coat of primer complete all as per manufacturers instructions all as specified & directed by Engineer-in-Charge.

Material and labour applying two coats of oil bound emulsion distemper on new decorated surfaces of ceiling including preparation of surface complete all as specified & directed by Engineer-in-Charge.

Material and labour for screed bed or bedding layer of mortar 20 mm thick in CM 1:4 for laying floor finishes complete all as specified & directed by Engineer-in-Charge.

Supply and fix for machine cut kota stone slab single piece length as in jambs/cills of windows 18-20mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete all as specified and directed. Note : kota stone single piece of Cill will be fixed in two steps) complete all as specified & directed by Engineer-in-Charge.

Material and labour machine cut pre-polished kota stone slab flooring 20-25mm thick over and including 15 mm thick cement screed base (1:6) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed. Note :- The rate includes the cost of cement screed bed

Material and labour machine cut pre-polished kota stone slab in riser of steps, skirting, dado and pillar laid over and including 10 mm thick cement plaster in CM (1:4) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed. Note : The rate includes the cost of cement plaster.

Supply and Fixing steel rolling shutters having thickness of lath 1.25mm, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop at of primer, erected in position as indicated, complete push pull or manual type complete all as specified & directed by Engineer-in-Charge.

Material and labour applying two coats of synthetic enamel paint over a coat red oxide on steel newly surfaces over 10cm width/girth incl preparation of surfaces complete all as specified & directed by Engineer-in-Charge.

Supply and fixing U PVC hinge/sliding type window with 5mm thick plain glass and stainless steel wire cloth of 0.36 mm nominal dia of wire and average width of aperture 1.40 mm as moquitonet of approved quality including necessary hinges/rollers, handles and locking system complete all as specified & directed by Engineer-in-Charge.

Material and labour for Brick work with sub class 'B' bricks straight or curved on planot exceeding 6m mean radius bult in cement mortor 1:6 complete all as specified & directed by Engineer-in-Charge.

Supply and fixing MS plates Fe 410-W, (Gde-E-250 quality A) (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified & directed by Engineer-in-Charge.

Supply and fixing 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 complete all as specified & directed by Engineer-in-Charge.

Material and labour 100mm thick PCC Type D2, 1:4:8 (40mm graded agg ) as in sub base in flooring finished even and fair complete all as specified & directed by Engineer-in-Charge.

Material and labour for providing, cement concrete 1:2:4, type B-0 (12.5mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified & directed by Engineer-in-Charge.

Material and labour coloured glazed parking tiles 300 x 300 x 10 mm thick, glossy finish (reflective type), any design (as approved by GE); set jointed and pointed in neat cement slurry over and including 20 mm thick cement screed in cm 1:6 complete all as specified & directed by Engineer-in-Charge.

Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5m in depth for Hard / dense soil and getting out complete all as specified & directed by Engineer-in-Charge.

Material and labour for walling of random rubble stone masonry (Granite or Trap Stone) uncoursed well bounded, bedded solidly hearted built in CM (1:6) complete all as specified and directed by Engineer-in-Charge

Material and labour PCC (1:4:8) Type D2, (40mm graded agg ) in foundations filling and mass concrete complete all as specified & directed by Engineer-in-Charge.

Material and labour for stainless steel special alloy grade 304 pipes as in railling incl required cutting, notching organ welding, riding and drilling counter sunk holes and bending to required shape by mechanical means in factory as per site requirement without forming wrinkles, buffing and polishing complete all as specified and directed by Engineer-in-Charge

Material and labour for stainless steel special alloy grade 304 circular base plate 100mm dia, 4mm thick incl circular sunk drilling holes, welding to MS base plate etc complete all as specified and directed.

Material and labour stainless steel grade 304 circular cap plate 110 mm dia 6 mm thick incl welding to stainless steel pipe, buffing & grinding etc complete all as specified and directed.

Material and labour for Granite(of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing types complete all as specified & directed by Engineer-in-Charge.

Material and labour for 20mm thick Granite(of any type) tiles machine cut in skirting/dado laid over 10 mm thick cement screed in CM (1:3) and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing of type complete all as specified & directed by Engineer-in-Charge.

Material and labour for cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting exc 10cm girth & not but not exc 20 cm girth complete all as specified & directed by Engineer-in-Charge.

Material and labour for filleting in any position and to any shape of section area not exceeding 25 Sqcm in cement sand mortar 1:4 including all mitres, stops, etc complete all as specified & directed by Engineer-in-Charge.

Supply and fixing 110 mmm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified & directed by Engineer-in-Charge.

Supply and fixing PVC bends of 110mm dia complete all as specified & directed by Engineer-in-Charge.

Material and labour for Plain cement concrete (1:2:4) type B-0 (using 12.5mm graded stone aggregate) mixed with Shali Plast LW+ of STP/Pidilite URP of Dr. Fixit or Equivalent and appoved as per manufactures instruction. Before laying concrete surface shall be cleaned and a bond coat of slurry with Shali Crete URP (of STP) or quivalent with cement to be applied. Alll cracks in slab to be openend in 'V' groove and filled with Shali Fix RMC a Polymer Morter of STP/ equivalent complete all as specified & directed by Engineer-in-Charge.

Material and labour for 20mm thick rendering in CM (1:4) with the addition of Shaliplast LW+ @ 200ml per bag of cement on fair faces of brick or concrete surfaces all as directed by Engineer-in-Charge

Material and labour for protecting the roof including parapet wall with water proofing coating ,complete as specified below: (a) Clean the surface and apply one coat of primer (STP Shali Urethane BTD diluted in water in 1:1 ratio and applied @ 400 gm/sqm OR Dr, Fixit primeseal diluted in water in 2:1 ratio and applied @ 7-8 sqm/ltr) and allows to dry for 6 to 8 hrs. (b) Apply first coat of water proofing coating over primer surface (Shali Urethene BTD with non butuminous bleding of STP Ltd. @ 1 Sqm/Ltr without dilution OR Dr. Fixit New Coat without any dilution @ 2 Sqm /Ltr) (c) Lay Non woven fiber glass mesh (Reinforcement of Shali Geo Text 40/50 gsm of size 2.5mm x 2.5mm) or equivalent with overlap of 50 mm on both direction while the first coat is still wet. (d) Apply second coat of water proofing coating as per manufactures instruction after 6-8 hrs of drying of first coat. (e) Apply third coat of water proofing coating (as per manucturer instruction) after 6-8 hrs of drying of second coat The total thickness of 1 to 1.2mm must be achieved after 7 days of air cure. Note :- 1. The colour of each coat shall be as directed by GE. 2 . The work shall be carried out by aithorised applicator only 3. Water proofing to rain water spouts to be done as per manufacturer instruction

Supply and fixing Non Skid ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) size of each tile exceeding 0.06 Sqm but not exceeding 0.11 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15 mm thick screed bedding layer in CM 1:4 complete all as specified

Material and labour for for roughening the surfaces of old cement concrete floor by picking, cleaning and washing down with water to remove dust etc. rendering 15 mm thick in CM 1:3 mixed with water proofing compound and applying two coats of hot bitumen 85/25 grade @ 1.70 Kg/Sqm over vertical sides of sunken floors. Note : WPC shall be measured and paid seperately.

Material and labour for cement concrete type F2 1:7:12 with with 40mm graded stone coarse aggregate in sunken floor complete all as specified and directed.

Supply and fixing in repairs Vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe ) including trap set in concrete bedding complete all as specified and directed.

Supply and fixing 100 mm bore cast iron 'P' or 'S' trap fixed complete with M-SEAL joint to cast iron 100 mm bore pipe duly fixed in position in repairs complete including closing the wall opening in cm 1:3 complete all as specified and directed.

Material and labour for 32 mm galvanised tubing medium grade as in spout pipe each 50 cm long, cutting to shape as required, cutting through wall of any thickness, fixing in PCC 1:2:4 tpe B-1 making god the damaged portion by rendering in CM (1:4) and finished the surface to match the existing surface complete all as specified and directed.

Supply and fixing 10 litres Vitreous China valve less, Syphonic action type, Flushing cistern low level, white with inlet ball valve float and handle inclbrackets complete all as specified and directed.

Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed withearth around in layers not exceeding 25cm watering and removing surplus soil to a distance not exceeding 50m and making good and complete all as directed.

Material and labour for PCC type B2 (1:2:4) using 40 mm graded stone aggregate cement concrete in foundations, filling and mass-concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour Mild steel work as in (angle iron) fencing post or struts in fencing incl cutting top shape as directed bent to shape drilling holes, notching for wire etc complete confirming to fe-290 Gde E-165 complete all as directed.

Supply only pre-painted MS galvanized chain link fencing of approved thickness and size or type complete all as directed.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire. Note : Supply of chain link will be measured separately.

Supply and fixing Mild steel round bars 10mm dia and over for securing chain link fencing cut to length bend to shape required incl binding bolting etc complete confirming to Fe-410-W (Gde E-250) quality- A / Fe-290 (GdeE-165) complete all as specified.

Supply and fixing mild steel screw bolt (machine made 11 to 15mm dia of shank with hexagonal or square heads at one end and screwed the other or screwed both ends each screwed and to fitted with washers and one hexagonal or square nut length of bolt not exceeding 5cm long complete all as specified.

Material and labour rolled mild steel in 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 inc, either hooks and hinges or steel hanging door fittings (excluding of steel sheeting or other conering, running rails and guides) and hangings also fasterning and fixing completeFe-410-W (Gde E-250) quality- A / Fe-290 (GdeE-165) complete all as specified and directed.

Repair to pot holes of any depth , not exc 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, cutting around edges to at least 25mm in depth. Making good by applying a tack coat with bituminous primer VG-30 @10 kg per X Sqm putting in premix bituminous macadum , well rammed and sealed with 9.8 kg of binder VG-30 per 10 sqm blinded with 0.09 cum of stones chipping 6.3 mm size and again well rammed (including supply of premixed macadam binder VG-30 and chippings.) Depth of pot holes exc 30 mm including rolled with 10 to 12 tonne road roller complete all as specified and directed.

Surface excavation not exceeding 30 cm deep and averaging 10cm deep and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge. Note :-The hard/dense soil includes worm out premixed carpet and water bound macadam of existing damaged road surface indulging road side edging at different places complete.

Material and labour for soling (or sub base)200 mmm thick (spread thickness) in two layers of 100mm sperad thickness and each layers of broken boulders or quarried stones including filling of interstices forming surface rolling and consolidation to rquired gredient and camber with power roller of capacity 8 to 12 tonne complete all as specified and directed.

Material and labour for wet mix macadam 200mm thick (compected thickness ) mixure of graded aggregate ( Granite, trap or basalt) with stone dust and cement @ 2% spread rolled and consolidating to required gradient and camber complete all as specified and directed.

Roling and cosolidation existing disturbed surfaces recovered from Item No 104 above by pawer roller exceeding 8 tonne 12 tonne complete all as specified and directed.

Material and labour for preparing surfaces by on WMM surface,brushing with wire and supply, applying a tack coat of 10 kgs per 10 sqm with paving bitumen VG-10 complete all as specified and directed.

Material and labour for premix bitumen macadam with binder content 4% of bitumen (paving bitumen VG -30 grade) by the weight of total mix laid, rolled and compacted to required gradient and camber(consolidated thickness75 mm or less ) with 8 to 10 tonne power roller complete all as specified and directed .

Material and labour for preparation of black top surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the claned surface with air compressor to remove loose dirt etc, supply and applying evenly a tack coat @ 5kgs per 10 Sqm with paving bitumen VG-30 complete all as specified and as directed.

Material and labour for bituminous premix semi dense asphaltic concrete 40 mm consolidate thickness with 5.5%binder content paving bitumen VG-30 by weight of total mix and stone dust using as filler material rolled and compacted with 10 to 12 tonne power roller to required camber and gradient complete all as specified and directed. Note : - The work shall be carried out by using mechanical paver Rolled with paver road roller.

Material and labour for preparation of new /old surfaces providing and making lines, dashes , arrows, letters etc on road with hot applied thermoplastic road marking paint min 2.50mm thick complete in all respects such as furnishing all labour, material, tool, Equipment incl all incidental cost necessary to carryout the work at site conforming to technical specification clause no.803 of MO RT & H specifications 4th Revision of 2001/Latest edition complete all as specified and directed

Material and Labour for PCC (1:2:4) type B-2 using 40mm graded aggrigate as in benching extra complete all as specified and directed by Engineer-in-Charge

Material and labour for 75 mm thick PCC 1:3:6 type C-1 (20mm graded agg) as in sub base of flooring, and similar works finished rough to receive the tiles etc without using extra cement.

Material and labour for coloured glazed cement concrete chequered tiles 300 x 300 x 25 mm thick, machine pressed , glossy finish (reflective type), any design (as approved by GE); set jointed and pointed in neat cement slurry over and including 20 mm thick cement screed in cm 1:6 complete all as specified and directed.

Material and labour for for 60 mm thick Machine pressed precast coloured glazed concrete interlocking paver block with grey cement & pigment, glossy finish (reflective type) any shape and size (as approved by GE) confirming to IS 15658-2006 , M-40 Grade, as in pavements to required level & gradients, set, jointed with clean dry sand and sealing the ends using PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) etc complete all as specified and directed.

Material and labour for udaipur green/baroda green marble slab 18-20 mm thick over vertical surfaces of wall, columns pillars and lintel soffits etc and similar work machine cut, bedded and jointed with grey cement slurry over and including 10 mm thick screed bed in cement mortar 1:3 and pointed with white cement using marble dust with admixture of pigment to match the shade of marble slab including grinding , polishing and rounding the edges complete all as specified and directed. Note : The rates included the cost of cement screed bed 10 mm thick.

Material and labour for two coats of floor paint (Indigo or Equvent) over a coat of primer on old surfaces of chequered tiles/paver blocks in floor including brooming and cleaing the surfaces with water complete all as specified and directed.

Dismantling wrought iron or mild steel work of any description not otherwise described all complete all as specified and directed.

Supply and fixing Steel work in tubular railing and post including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed.

Material and labour for stainless steel special alloy grade 304 pipes as in railling incl required cutting, notching organ welding, riding and drilling counter sunk holes and bending to required shape by mechanical means in factory as per site requirement without forming wrinkles, buffing and polishing complete all as specified and directed by Engineer-in-Charge

Material and labour for stainless steel special alloy grade 304 circular base plate 100mm dia, 4mm thick incl circular sunk drilling holes, welding to MS base plate etc complete all as specified and directed.

Material and labour stainless steel grade 304 circular cap plate 110 mm dia 6 mm thick incl welding to stainless steel pipe, buffing & grinding etc complete all as specified & directed.

Excavation in trenches n.exc 1.5m deep for pipe line ,drains etc or for manholes etc not exc 10sqm area on plan and n.exc 1.5m deep geeting out in soft/loose soil complete all as specified and directed.

Material and labour for PCC 1:3:6 type C-2(40 mm graded aggregate) in foudations,filing and mass concrete complete all as specified and directed.

Material and labour for Pre-cast cement concrete block masonry with solid blocks, type C1 1:3:6 exc. 10 cm in width and setting in cement mortar (1:4) complete all as specified and directed.

Material and labour for PCC(1:3:6) type C1 using 20 mm graded agg as in Coping etc. complete all as specified and directed.

Material and labour for 15 mm thick rendering on brick concrete on wall in cement mortor (1:4) finish even and smooth using extra cement complete all as specified and directed.

Extra for forming fair finished drain or channel including form, mould, mitred/stoped ends complete all as specified and directed.

Material and labour for removing of excaveted material n.exc 250 m and depositing where directed at a level n.exc. 1.50 m above the starting point complete all as specified and directed.

Material and labour for precast RCC 1:2:4 type Bl (using 20mm graded agg.) as in drain cover slab set in cement mortar 1:4 complete all as specified and directed.

Material and labour for High strength TMT steel bars as in reinforcement 8mm to ength bent to shape reqd including cranking bending spirally for columns hooking ends, binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and directed.

Supply and fix butterfly valve gear operated or level operated conforming to IS 13095 withstand pressure rating PN 16 of following dia complete all as specified and directed.

150 mm bore

300 mm bore

Supply and fixing flanged ball type foot valve,cast iron body, withstand upto 15Kg/sqcm (MODEL B-5) ISI marked, fixing to suction line including rubber gasket,nut and bolts all as specfied and directed by Engineer In Charge of following dia :-

Construction of brick masonry valve chamber of size 1.2 x 1.2 x 1.2 M (internal dimension) (above GL 0.30 mtr) suitable for fixing of sluice valves, 15cm thick foundation using PCC 1:4:8 type D-2 over 15cm thick hardcore of broken stone, 23cm thick brick walls built in cement and sand mortar 1:4, 15mm thick internal and external plaster including top of floor in cement and sand mortar 1:3, 15mm thick, finished even and smooth, without using extra cement, 5 mm thick plate cover on 50mm x 50mm x 6mm MS angle frame embeded in PCC 1:2:4 type B-1coping, having rectangular, hinged, opening of size 150 x 100mm with locking arrangements ,hold fasts, etc, applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surfaces and earth work in any type of soil complete all as specified and directed.

Supply and laying Ductile Iron(DI) water tubing spigot and socket type having cement mortar lining on inner surface and one coat of bituminous paint over exposed surface ISI marked. IS 83 29 : 2000, class K-9 laid under trenches with proper alignment as per site requirement and carrying out testing against leakage before filling the trenches etc. complete all as specified and directed.

300mm dia

150 mm dia

Supplying, installation, testing and commissioning of Electric driven Pump with below requirements. (a)4600 LPM at head of 20 Mtr,Horizontal type, centrifugal, split casing pump body made up of cast iron & enclosed type impeller,C40 stainless steel shaft,with suitable sealing,gland packing conforming to IS 1520. (b)suitable Squirrel cage IE-2 induction motor ,TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S. Company made Common base plate,coupling guard, Pressure guage foundation bolts etc. as required at site (d) Suitable cement concrete foundation duly plastered with anti vibration pads,painting of blue colour to suction and dilivery pipe line (e)one coat of red lead primer of best quality (IS approved ) shall be applied. Finally two (2) coats of Synthetic enamel paint of best quality(IS approved) colour shall be applied. (f) connection with suitable size of PVC insulated stranded copper unarmoured cable from motor to panel through pvc counduit . Note:submitting pump performance curves and pump efficiency at site Motor Make:Kirloskar/Mather & Platt/Crompton Greaves. Pump make:Kirloskar/Mather & Platt/jyothi pumps.

All as per item No. 135 above but Pump capacity 1900LPM at head of 70 Meters complete all as specified and directed.

All as per item No. 135 above but Pump capacity 1300LPM at head of 30 Meters complete all as specified and directed.

Supply and fixing non return valve(NRV) butterfly type of following dia :-

300mm dia

150mm dia

Earthing complete with galvanised steel earth plate electrode 60×60cmx6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised Iron strip 32x6 mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion complete all as specified and directed. Note : Earth continuity conductor upto 7.5 mtr from earth plate is deemed to be included in the item rate only.

Material and labour for for earth contunity conductor or main earthing lead fixed to wall on batten or recess or chases or burried in ground or drawn in conduit pipe or fixed to pole or any other surface using GI strip of 32×6 mm size all as specified and directed.

Supply and lay ( inner antimicrobial, outer UV stabilized) ISI marked,IS-15801, PP-R pipes SDR 7.4 (PN-16) and including all PP-R plain fittings like elbow,socket,union and laying in trenches/walls/cellings or laying in floors complete of following dia including fittings

Outer dia 63 mm

Outer dia 90 mm

Supply and fix PPR gate valves (brass insert) of size 63 mm outer dia of the pipe complete all as specified and directed.

Supply and fix PPR gate valves (brass insert) of size 90 mm outer dia of the pipe complete all as specified and directed.

Supply and fixing MS pipe heavy grade C’ Class and dimensions confirming to IS : 1239 (Part-I) -2004, equivalent to BS-1387/1985. for suction and deliver for pump including necessary fitting including welding and providing necessary PCC support, all as specfied and directed by Engineer-in-charge of following size :-

150 mm dia

100mm dia

80mm dia

65mm dia

Removing excavated material exc 150 M but n.exc 500 M and depositing where directed complete all as specified and directed.

Supply fixing ISI marked Push-on Joints (Rubber Ring) of EPDM material confirming to IS 672:1999 as 1646:1992.Suitable for DI Pipe including testing against leakage all as specified and directed at site.

150 mm dia

300 mm dia

Material and labour for Lead joint of DI pipe of Following dia :-

150 mm dia

300 mm dia

Supply and fix DI fitting spigot/socket i.e bend,tee, Collar Flanges etc suitable for 150 and 300 mm internal bore complete all as specified and directed.

Supply and fixing ISI marked 100% UV stabilized ,Anti bacterial, green colour PVC Water storage tank of two layer including hosting and fixing at desire location and including all fittings like tank nipples,connection to PPR pipes all as per directed by engr-in charge.

Supply and lay ( inner antimicrobial, outer UV stabilized) ISI marked,IS-15801, PP-R pipes 3 layer of SDR 7.4 (PN-16) including all PP-R plain fittings and connection using fusion welding, laying in trenches/walls/shafts,making holes in wall after work make good surface, providing clamping,unions at regular interval completely all specfied and directed by engineer in charge of following dia :-

Outer dia 25 mm

Outer dia 40 mm

Outer dia 50 mm

Outer dia 20 mm

Supply and fix PPR Gate Valves (Brass Insert) of following bore :-

40 mm bore

50 mm bore

Supply and fixing chromium plated stop valve of size 15mm connecting to existing PPR pipe and make good surface after work complete all as specified and directed.

Supply and fix Ball or float valve brass valves,high pressure with polythene float and flyout complete screwed for coated iron rod and of following sizes :-

Material and labour for foundation of PCC (1:4:8) type D2 40mm grade ,Cement concrete in foundations filling and mass concrete for holding PVC tank all as directed by engineer-in -charge

Material and labour for Point wiring using FR PVC insulated unsheathed, multistranded copper conductor cable 1.5 sqmm drawn through and including concealed PVC conduit heavy duty, ISI marked of min 20 mm dia, in wall/ceiling complete with modular metal flush box including all fittings i.e. tees, bands and junction boxes etc. complete for following:-

One light point or one fan point controlled by one switch

One 3 pin socket outlet 5 amps on the same board with other switches

One 3 pin socket outlet, 15 amps, independent, with cables 2.5 sqmm cable

Supply and fixing Sheet Metal enclosure double door for DBs when MCBs to be used SPN- 8 Way with 200Amp rated bus bar complete all as specified and directed..

Supply and fixing MCB SPN 40 amps 10 KA 'C' SERIES 240 Volt complete all as specified and directed.

Supply and fixing MCB SP 6 to 32 amps 10 KA, 'C" Series, 240 Volt complete

Supply and fixing Modular switch 1 way 6 A, 1 Moudule complete all as specified and directed.

Supply and fixing Modular switch 1 way 16 A, 1 Moudule complete all as specified and directed.

Supply and fixing Modular socket outlet 2in 1,3 pin 5 Amp flush type complete all as specified and directed.

Supply and fixing Socket and switch combination for outlet 2 in 1, 3 pin, 15 amp flush type complete all as specified and directed.

Supply and fixing Modular fan step type regulator 120 W ,2 moudule complete all as specified and directed.

Supply and fixing Modular white cover plate with frame 3 module complete all as specified and directed.

Supply and fixing Modular white cover plate with frame 8 module complete all as specified and directed.

Supply and fixing Ceiling Rose 3 terminal size 50 x 65 mm surface type complete all as specified and directed.

Supply and fixing celling fan of size 1200mm of 5 star rating including all acessories complete all as specified and directed.

Supply and Fixing LED tube light fitting, 24W, 230v batten type, powder coated top cover, with electronicballasts, bipin holders, connector block, etc. complete with all accessories internally pre-wired and including connection with celing rose complete all as specifid and directed. Make : Havells/ Philips/ Crompton

Supply ,Fix and Testing of 80 watt ISI marked LED perimeter light water proof ,maintance free including fixing and connection to cable complete all as specifid and directed. Make : Havells/ Philips/ Crompton

Material and labour for Sub Main wiring using FR Insulated unsheathed, multistrand copper conductor cable 2×6 sqmm+1×4 sqmm for phase and neutral and for earth drawn through rigid PVC conduit heavy duty, ISI marked fixed on wall/ground/Ceiling etc., and connected all as directed by Engr-in-Charge.

Supply and fix Exhaust fan turbo force 380 mm sweep , 220-240 V complete with GI louvers and fixing on wall including making connections With suitable three core PVC sheathed and insulated copper conductor cable of size 1.0 Sqmm complete all as specified and directed by Engr-in-Charge.

Earthing complete with galvanised steel earth plate electrode 60×60cmx6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised Iron lead 4.0 mm dia mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion complete all as specified and directed.

Supply ,laying in trenches /through HDPE pipes or in road crossing /paths/drain/floor and connecting .testing XLPE insulated ARMOURED power Cables with Aluminum Conductor 1100 V. Grade conforming to IS : 7098 (Pt-1) 1988 of size 120 Sqmm cable 3.5 core . Note: excavation, returning, filling, removal & HDPE pipe to be measured & paid separately in respective items.

Material and labour for excavation for trenches n.exc 1.5m wide and n .exc 1.5m in depth and getting out hard/dense soil .

Supply and fixing MCCB 4 Pole 250 Amps, 36 KA, 415 V , Ics =Icu=100% fixed on wall in Company made enclosure fixed on wall and making connections including glands, extended terminals complete all as specified and directed.

Supply and fixing MCCB 4 Pole 200 Amps, 36 KA, 415 V , Ics =Icu=100% fixed on wall in Company made enclosure fixed on wall and making connections including glands, extended terminals complete all as specified and directed.

Supply ,Install,Testing and Comissioning of floor mounted Cubical LT indoor distribution panel fabricated with 2mm thick CRCA sheet duly powder coated air insulated comparments for bus bar and cable boxes,with front and back door with necessary supports and consisting of following units :-

Supply ,Install,Testing and Comissioning of floor mounted Cubical LT indoor distribution panel fabricated with 2mm thick CRCA sheet duly powder coated air insulated comparments for bus bar and cable boxes,with front and back door with necessary supports and consisting of following units :-

Supply and fixing HDPE Pipe PN 10 100 mm bore complete all as specified and directed by Engr-in-Charge

Supply,installation,Testing and comissioning of diesel generator set directly coupled by flex disc and placed on common Frame mounted on Anti -Vibrating mounting under acoustic enclosure of 160 KVA capacity with IP 23 as per IS:10001/ 10002 and Alternator as per IS: 13364 and other necessary standards including foundation as per manufacturers recommandations.

Engine: Four stroke,multi cylinder , turbocharged Diesel Engine powered by HSD to developing necessary BHP to deliver output of 128KW confirming to IS-3046/BS:5514 with safety features of LLOP(Low lubricant oil pressure) &HWT(High water temperature) etc. Automatic start of DG set with suitable motor powered through Maintenance free batteries of sufficient capacity with inbuilt charger for self charging. Engine is to be protected from High coolant temperature,over speed,Low oil pressue, battery over/under voltage,low coolant level and issue necessary trip/alaram signal. Well designed Air filter dry type,lube oil filter and Dual Fuel filter system with water in fuel sensor confirm to IS. Engine is to be to provide GCU(Generator control unit)& ECU(Engine control panel) on control panel. Exhaust emission from the engine should meet the latest MoEF(Ministry of Environment and Forest norms.

Brushless Alternator: Alternator rated at 0.8PF lagging, 415V, 3 Phase, 4 Wires, 50 Cycles/Sec., 1500 RPM, stator winding of Double layer winding with pole pitch 2/3 and dynamically balanced rotor. self excited and self Regulated with brushless Excitation conforming to IS/IEC 60034-1. Voltage Regulation of +/- 1% from No load to Full Load by using AVR(solid state device). Electronic Governer of suitable class and frequency variation not more than +/-1% as per conforming to IS-BS 5514. Insulation class “H” and should be sustain to Temperature rise in windings. Necessary protection to alternator from internal faults like under voltage ,over voltage,over load ,under/low frequency,short circuit protection aganist Line fault,earth faults,phase failure. Waveform/Total harmonic Distortion is to less than 3% Efficiency at rated voltage at 0.8PF at any load should be >90%.

Control panel: Powder coated control pannel manfactured with CRCA sheet of 14 guage thickness should free from dust and vermin proof and space heater of sufficient size. Micro-processor based integrated engine and generator control unit with built in Auto Start/stop and Emergency stop button with large size LCD displaying with continuous scrolling of system parameter like voltage,current ,frequency,kW,KWH ,PF,RPM ,Engine oil pressure,coolant temperature, fuel level indicator,battery voltage, DG set running hours and other necessary information. Indicating lamps for load on and Set running. MCCB of suitable capacity to protect from over load and short circuit protection. Current transformer of suitable rating and aluminium busbar of suitable capacity. Control circuit duly wired and ferruled . Panel to be fitted inside the canpoy with excellent visibility through a hardened glass inspection window.

Acoustic Enclosure: Acoustic Enclosure silent canopy met stringent noise emission standard as laid down by Minstry of Environment and Forest/CPCB-II(Central pollution control board) Average sound emission from the the canpoy at a distance of 1 meter in green field condition is less then 75DB by proving necessary silencer . Enclosure should made up of CRCA sheets of14/16 guage openable on both sides for easy accessible and structural/sheet metal base frame and necessary coating to protect from rusting.

AMF Panel : IN built micro processor based controlled AMF panel. Aluminium busbar with epoxy insulated coating with colour code and to be insulated supporte. Digtal Multimeter indicating Line voltages,phase voltages,load current,frequency,PF..etc Contactor with capacity of 250 Amps 4 pole 415V with mechanical interlock between contactor,MCCB 4 pole 415 V 250 A,Adjustable type Ics=Icu=100% Relays,voltage monitoring device,timer relays current Transformers ,MCB SP 6amps,control relays 12 V Dc and necessary sensor and related control wiring and with suitable gland for cable entry & exit. Indicating lamps for mains,DG ON ,switch button for Automatic ,manual, off.

Supply,installation,comissioning and testing of diesel generator set directly coupled by flex disc and placed on common Frame mounted on Anti -Vibrating mounting under acoustic enclosure of 125 KVA capacity and IP 23as per IS:10001/ 10002 and Alternator as per IS: 13364 and other necessary standards including foundation as per manufacturers recommandations.

Engine: Four stroke,multi cylinder , turbocharged Diesel Engine powered by HSD to developing necessary BHP to deliver output of 100KW confirming to IS-3046/BS:5514 with safety features of LLOP(Low lubricant oil pressure) &HWT(High water temperature) etc. Automatic start of DG set with suitable motor powered through Maintenance free batteries of sufficient capacity with inbuilt charger for self charging. Engine is to be protected from High coolant temperature,over speed,Low oil pressue, battery over/under voltage,low coolant level and issue necessary trip/alaram signal. Well designed Air filter dry type,lube oil filter and Dual Fuel filter system with water in fuel sensor confirm to IS. Engine is to be to provide GCU(Generator control unit)& ECU(Engine control panel) on control panel. Exhaust emission from the engine should meet the latest MoEF(Ministry of Environment and Forest norms.

Brushless Alternator: Alternator rated at 0.8PF lagging, 415V, 3 Phase, 4 Wires, 50 Cycles/Sec., 1500 RPM, stator winding of Double layer winding with pole pitch 2/3 and dynamically balanced rotor conforms to BS2613/IS:4722 self excited and self Regulated with brushless Excitation conforming to IS/IEC 60034-1. Voltage Regulation of +/- 1% from No load to Full Load by using AVR(solid state device). Electronic Governer of class A1 and frequency variation not more than +/-1% as per conforming to IS-BS 5514. Insulation class “H” and should be sustain to Temperature rise in windings. Necessary protection to alternator from internal faults like under voltage ,over voltage,over load ,under/low frequency,short circuit protection aganist Line fault,earth faults,phase failure. Waveform/Total harmonic Distortion is to less than 3% Efficiency at rated voltage at 0.8PF at any load should be >90%

Control panel Powder coated control pannel manfactured with CRCA sheet of 14 guage thickness should free from dust and vermin proof and space heater of sufficient size. . Micro-processor based integrated engine and generator control unit with built in Auto Start/stop and Emergency stop button with large size LCD displaying with continuous scrolling of system parameter like voltage,current ,frequency,kW,KWH ,PF,RPM ,Engine oil pressure,coolant temperature, fuel level indicator,battery voltage, DG set running hours and other necessary information. Indicating lamps for load on and Set running. MCCB of suitable capacity to protect from over load and short circuit protection. Current transformer of suitable rating and aluminium busbar of suitable capacity. Control circuit duly wired and ferruled . Panel to be fitted inside the canpoy with excellent visibility through a hardened glass inspection window.

Acoustic Enclosure: Acoustic Enclosure slient canopy met stringent noise emission standard as laid down by MoEF/CPCB-II Average sound emission from the the canpoy at a distance of 1 meter in green field condition is less then 75DB by proving necessary silencer . Enclosure should made up of CRCA sheets and structural/sheet metal base frame and necessary coating to protect from rusting.

AMF Panel: IN built micro processor based controlled AMF panel. Aluminium busbar with suitable carrying capacity with epoxy insulated coating with colour code and to be insulated support. Digtal Multimeter indicating Line voltages,phase voltages,load current,frequency,PF..etc Contactor with capacity of 200 Amps 4 pole 415V 200 Amps Ics=Icu=100% with mechanical interlock between contactor,MCCB 4 pole 415 V Relays,voltage monitoring device,timer relays current Transformers ,MCB SP 6amps,control relays 12 V Dc and necessary sensor and related control wiring. Indicating lamps for mains,DG ON ,switch button for Automatic ,manual, off.

Earthing complete with Copper earth plate 60×60cmx3.15mm thick electrode, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to 20x3 mm copper strip by means of bolts, nuts, check nuts and washers of copper all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion complete all as specified and directed.

Material and labour for for earth contunity conductor or main earthing lead fixed to wall on batten or recess or chases or burried in ground or drawn in condict pipe or fixed to pole or any other surface using Copper strip of 20 x 3 mm size complete all as specified and directed.

Supply ,laying and connecting ,testing XLPE insulated ARMOURED power Cables with Aluminum Conductor 1100 V. Grade conforming to IS : 7098 (Pt-1) 1988 of size 95 Sqmm 3.5 core cable in trench complete all as specified and directed.

Material & labour for hardcore of broken stone or boulders of gauge n.exc.63mm,deposited,spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface,complete all as specified and directed.

Material and labour for excavation for trenches n.exc 1.5m wide and n .exc 1.5m in depth and getting out soft / loose soil complete all as specified and directed.

Removing excavated soil from site exceeding 5 KM and not exceeding 10 KM and deposting away from defence land complete all as specified and directed.

Earthing complete with Galvanised steel earth plate 60×60cmx6mm thick electrode, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to 25x4 mm Galvanised iron strip by means of GI bolts, nuts, check nuts and washers of copper all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion complete all as specified and directed.

Idustrial products India

Swaran Builders

Baka Construction

Shree Ayyappa Engineering

MUKESH CONSTRUCTION CO

Phoenix Infra

United Sales Corporation

SOOD ASSOCIATES PVT LTD