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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-AOC | L1 | Accepted-AOC Being 1st lowest | |
| 2 | L2₹25.1 L+₹84,496 (3.49%)Rejected-Finance MAYURESH BHARAT CHS PLOT NO 170 181 B 09 SECTOR 21 NERUL NAVI MUMBAI 400706 | THANE | MAHARASHTRA | 400706 | L2 | Rejected-Finance Being 2nd lowest | |
| 3 | L3₹29.2 L+₹5.0 L (20.7%)Rejected-Finance | L3 | Rejected-Finance Being 3rd lowest | |
| 4 | L4₹30.8 L+₹6.6 L (27.4%)Rejected-Finance | L4 | Rejected-Finance Being 4th lowest | |
| 5 | L5₹31.4 L+₹7.2 L (29.6%)Rejected-Finance | L5 | Rejected-Finance Being 5th lowest |
| Sl No | Description | Qty | Unit | M/s Vishwakarma Enterprises L1 | venus enterprises L5 | INDIA ENGINEERS AND CONTRACTORS L3 | ECOBUILD L2 | M/s PIONEER CONTRACTORS L6 | M/S Rana Enterprises L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30 cm deep and avg 15 cm deep and getting out in soft loose soil, complete all as specified and directed by Engr-in-Charge | 169 | Sqm | 45 ₹7,605 Lowest | 85 ₹14,365 | 70 ₹11,830 | 48 ₹8,112 | 95 ₹16,055 | 80 ₹13,520 |
| 2.00 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft loose soil, including taking out faulty cable/cable covers and GI pipe, complete all as specified and directed by Engr-in-Charge. | 100 | Cum | 425 ₹42,500 | 375 ₹37,500 | 330 ₹33,000 Lowest | 360 ₹36,000 | 390 ₹39,000 | 360 ₹36,000 |
| 3.00 | Rough excavation not exceeding 1.5 m deep and getting out hard dense soil, complete all as specified and directed by Engr-in-Charge (for Retaining wall). | 26 | Cum | 430 ₹11,180 | 425 ₹11,050 | 400 ₹10,400 | 325 ₹8,450 Lowest | 440 ₹11,440 | 410 ₹10,660 |
| 4.00 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in hard dense soil, complete all as specified and directed by Engr-in-Charge (for Retaining wall). | 26 | Cum | 495 ₹12,870 | 310 ₹8,060 | 375 ₹9,750 | 290 ₹7,540 Lowest | 325 ₹8,450 | 320 ₹8,320 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed by Engr-in-Charge. | 134 | Cum | 100 ₹13,400 Lowest | 335 ₹44,890 | 305 ₹40,870 | 240 ₹32,160 | 315 ₹42,210 | 310 ₹41,540 |
| 6.00 | Removing excavated material to a distance not exc 50m and depositing where directed at a level not exc 1.5 m above the starting point, complete all as specified and directed by Engr-in-Charge. | 45 | Cum | 200 ₹9,000 Lowest | 325 ₹14,625 | 300 ₹13,500 | 300 ₹13,500 | 290 ₹13,050 | 340 ₹15,300 |
| 7.00 | Material and Labour for Cement concrete in foundations, filling and mass-concrete, type D2, 1:4:8 (40 mm graded aggregate), complete all as specified and directed by Engr-in-Charge. | 6 | Cum | 5,000 ₹30,000 | 527 ₹3,162 | 525 ₹3,150 | 520 ₹3,120 | 510 ₹3,060 Lowest | 510 ₹3,060 Lowest |
| 8.00 | Material and Labour for RCC M 30 (Design mix) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs and mass concrete, complete all as specified and directed by Engr-in-Charge. | 22 | Cum | 9,900 ₹2,17,800 | 12,547 ₹2,76,034 | 9,300 ₹2,04,600 Lowest | 10,500 ₹2,31,000 | 10,750 ₹2,36,500 | 11,000 ₹2,42,000 |
| 9.00 | Material and Labour for RCC M 30 (Design mix) in Columns, pillars, piers, posts and struts, complete all as specified and directed by Engr-in-Charge. | 5 | Cum | 10,250 ₹51,250 Lowest | 14,521 ₹72,605 | 11,350 ₹56,750 | 12,500 ₹62,500 | 12,475 ₹62,375 | 13,500 ₹67,500 |
| 10.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, complete all as specified and directed by Engr-in-Charge. | 87 | Sqm | 550 ₹47,850 | 720 ₹62,640 | 580 ₹50,460 | 520 ₹45,240 Lowest | 710 ₹61,770 | 600 ₹52,200 |
Tender Value
₹24.5 L
EMD Value
₹49,000
Closing Date
24 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE Karanja
CWE Karanja, Naval Station Karanja, Uran, Raigad - 400704
PROVN OF STORE ROOM FOR SFSM, SEC 10, 11 AND 12 AT NAD KARANJA
2025_MES_710252_1
84418-K/E8
Open Tender
Civil Works
Item Rate
180 days
Naval Station Karanja
Please refer Tender Documents
8 documents required · 8 mandatory
₹500
GE (NW) Karanja
₹49,000
9 Aug 2025
24 May 2025
26 Jun 2025
24 May 2025
24 Jun 2025
10 Jun 2025
Amount
Surface excavation not exc 30 cm deep and avg 15 cm deep and getting out in soft loose soil, complete all as specified and directed by Engr-in-Charge
Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft loose soil, including taking out faulty cable/cable covers and GI pipe, complete all as specified and directed by Engr-in-Charge.
Rough excavation not exceeding 1.5 m deep and getting out hard dense soil, complete all as specified and directed by Engr-in-Charge (for Retaining wall).
Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in hard dense soil, complete all as specified and directed by Engr-in-Charge (for Retaining wall).
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed by Engr-in-Charge.
Removing excavated material to a distance not exc 50m and depositing where directed at a level not exc 1.5 m above the starting point, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Cement concrete in foundations, filling and mass-concrete, type D2, 1:4:8 (40 mm graded aggregate), complete all as specified and directed by Engr-in-Charge.
Material and Labour for RCC M 30 (Design mix) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs and mass concrete, complete all as specified and directed by Engr-in-Charge.
Material and Labour for RCC M 30 (Design mix) in Columns, pillars, piers, posts and struts, complete all as specified and directed by Engr-in-Charge.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, complete all as specified and directed by Engr-in-Charge.
Formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and directed by Engr-in-Charge.
Material and Labour for 40 mm thick Damp proof course to horizontal or vertical surfaces including necessary formwork In cement concrete 1:2:4, type B-0, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured), complete all as specified and directed by Engr-in-Charge.
Material and Labour for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engr-in-Charge.
Ditto- all as per item No 18.00 here-in-before but 6 mm to 8 mm dia
Ditto- all as per item No 18.00 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders.
Material and Labour for Pre-cast cement concrete Type C1 (1:3:6) (20 mm graded aggregate) block masonry with solid blocks, exc 10 cm in width and setting in mortar 1:6, complete all as specified and directed by Engr-in-Charge.
Material and Labour for RCC M-30 (Design Mix) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed by Engr-in-Charge.
Material and Labour for RCC M-30 (Design Mix) in Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), complete all as specified and directed by Engr-in-Charge.
Material and Labour for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc
Material and Labour for Hardcore of gauge not exc 63 mm, deposited, spread and levelled in layers not exc 15 cm thick, watered and rammed to a true surface, complete all as specified and directed by Engr-in-Charge.
Material and Labour for 75 mm thick PCC Cement concrete type D- 2, 1:4:8 (40mm graded aggregate) as in sub base, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Machine cut Kota stone slab in flooring 20-25mm thick over cement screed base 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 by Engr-in-Charge.
Material and Labour for Machine cut Kota stone slab 20-25mm in riser of steps, skirting, dado and pillar laid over cement screed 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 by Engr-in-Charge.
Supply and Fix for Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ panelling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-charge.
Supply and Fix Sheet glass, ordinary quality and glazing with oil putty in square exc 0.5 sqm in each pane, complete all as specified and directed by Engr-in-Charge.
Supply and Fix Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer in-charge.
Supply and Fix Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 50 x 100 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately). Note:- For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
Supply and Fix for 30 mm thick Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, complete all as specified and directed by Engr-in-Charge.
Supply and Fix for 100 mm long Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21, complete all as specified and directed by Engr-in-Charge.
Supply and Fix for 150 mm long Extruded aluminium alloy handles, fabricated type, anodised, complete all as specified and directed by Engr-in-Charge.
Supply and Fix for 200 mm long Aluminium anodised, barrel tower bolts of extruded section, complete all as specified and directed by Engr-in-Charge.
Material and Labour for 300 mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed, complete all as specified and directed by Engr-in-Charge.
Material and Labour for preparation of new or untreated wooden surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and directed by Engr-in-Charge.
Material and Labour for rendering 5mm thick on fair faces of ceiling surfcaces in cement mortar 1:3 finished even and smooth (with out using extra cement), complete all as specified and directed by Engr-in-Charge.
Material and Labour for rendering 20 mm thick on fair faces of brick/concrete surfaces with two coats i.e (15 mm thick backing coat in CM (1:6) and 5mm thick finishing coat in CM (1:4)), finished even and smooth without using extra cement (WPC to be measured and paid separately), complete all as specified and directed by Engr-in-Charge.
Material and Labour rendering 15mm thick on fair faces of brick work or concrete surfaces of walls in cement mortar 1:6 finished even and smooth (without using extra cement), complete all as specified and directed by Engr-in-Charge.
Material and Labour for preparation of new plastered surfaces on ceiling of any description and applying three coats of white wash, complete all as specified and directed by Engr-in-Charge.
Material and Labour for preparation of new plastered surfaces on walls of any description not otherwise described over 10cm width or girth and applying two coats of oil bound distemper over a coat of alkali resistant primer, complete all as specified and directed by Engr-in-Charge.
Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces, complete all as specified and directed by Engr-in-Charge.
Material and Labour for PCC 1:2:4 type B0 using 12.5 mm graded stone aggregate as in concrete padding laid to required slope including finishing the concrete surface fair and even without using extra cement, complete all as specified and directed by Engr-in-Charge.
Material and Labour for 10 mm thick screed bed or bedding layer of mortar in cement mortar (1:4) for laying roof finish as padding finished with WPC 3% by weight of total cement, complete all as specified and directed by Engr-in-Charge. Note :- Integral WPC shall be measured and paid separately.
Material and Labour for water proofing treatment of roof consisting as under :- (a) Applying evenly a coat of bituminous primer conforming to IS-3384:1986 @ 0.30 litre/sqm including preparation of roof surfaces. (b) A layer of 4mm thick APP polymeric membrane of weight not less than 4.80 kg/sqm, reinforced with polyester non-woven fabric (weight not less than 160gm/sqm), duly sealed at over laps & joints with end laps of the 10cm and side over laps of 7.5cm by flame (by torch application) all as per manufacturer’s instructions, complete all as specified and directed by Engr-in-Charge.
Material and Labour for preparation of new surfaces of any description not otherwise described over 10cm width or girth and applying two coats of solar reflective aluminium paint @ 0.10 kg/sqm membrane surfaces, complete all as specified and directed by Engr-in-Charge.
Supply only liquid water proofing compound mix with cement concrete/ cement plaster as per manufacturer's instructions, complete all as specified and directed by Engr-in-Charge.
Material and Labour for 75 mm thick Cement concrete, type C-2, 1:3:6 (40mm graded aggregate) as in plinth protection, sub base, complete all as specified and directed by Engr-in-Charge.
Material and Labour for 100 mm thick Cement concrete, type D-2, 1:4:8, using (40mm graded crushed stone Agg) as in sub base, complete all as specified and directed by Engr-in-Charge.
Material and Labour for dry river sand as Sand cushioning under floors or in foundations including watering and consolidation and for protection of UG cable including punning of sand in layers, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS-15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment, complete all as specified and directed by Engr-in-Charge.
Material and Labour for PCC 1:2:4 type B1 using (20 mm graded aggregate) as in kerbing all around tile, complete all as specified and directed by Engr-in-Charge. (for Path)
Material and Labour for PCC 1:3:6, type C-2 Cement concrete in foundations, filling and mass concrete, complete all as specified and directed by Engr-in-Charge. (for Retaining Wall)
Material and Labour for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:4, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3, complete all as specified and directed by Engr-in-Charge.
Material and Labour for PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints, laid in walls as weep holes, complete all as specified and directed by Engr-in-Charge.
Point wiring with single core 1100 volts grade 1.5 sqmm size PVC FRLSH insulated unsheathed stranded copper conductor cable using color code drawn through concealed PVC conduit with all accessories complete all as specified and including sunk type pressed steel / CI terminal box with 3mm thick hylam Masonite sheet top cover / PVC Board including 1.5 sqmm PVC insulated unsheathed copper conductor cable FRLSH for continuous earth conductor (using green colour) to common earth and connecting to earth dolly, complete all as specified and directed by Engr-in-Charge, for the following :-
(a) One light /fan/ call bell point controlled by one switch
(b) One 5 pin socket outlet 5 Amps on independent board
(c) One 5 pin socket outlet 5 Amps on same board
Ditto- all as per item No 60.00 here-in-before but with 2.5 sqmm multi-stranded copper conductor 1100 volts grade FRLSH PVC insulated sheathed cable with FRLSH PVC 1.5 sqmm multi-stranded insulated unsheathed copper wire for continuous earth on independent board, complete all as specified and directed by Engr-in-Charge.
Supply and Fix switch piano flush button single pole one way, 6 Amp (ISI marked) complete all as specified and directed by Engineer-in-Charge
Supply and Fix socket 2 in 1, 3 pin, 6 Amp flush type (ISI marked) complete all as specified and directed by Engineer-in-Charge.
Supply and Fix switch socket outlet 15 Amp, 5-in-1, controlled by one switch (ISI marked) complete all as specified and directed by Engineer-in-Charge.
Supply and Fix ceiling rose, surface Bakelite, 65 x 50mm, three terminals ISI (Marked) complete all as specified and directed by Engineer-in-Charge.
Supply and Fix EME rotary step fan regulator suitable for operation in 230 V, AC, 50 Hz, complete all as specified and directed by Engr-in-Charge.
Supply and Fix 6 to 32 AMP MCB single pole 240 V 10 KA (C-Series), complete all as specified and directed by Engr-in-Charge.
Supply and Fix MCB RCBO, double pole, 240 volts AC, 40 Amps, 100 mA, 50 Hz, complete all as specified and directed by Engr-in-Charge.
Supply and Fix replacement MCB DB, SPN, double door, 8 way, 230 Volts as per IP-42 , complete all as specified and directed by Engr-in-Charge.
Supply, fixing, stringing and drawing submain wiring with 2 runs of single core 6 Sqmm PVC insulated and unsheathed, multi stranded FRLSH copper conductor cable using colour code for phase red and neutral black with and including 6 Sqmm PVC insulated and unsheathed copper conductor multistranded cable in green colour connected to common earth point and connected to earth dolly drawn through concealed 20 mm PVC conduit, heavy grade (ISI marked) with and including all accessories etc in replacement, complete all as specified and directed by Engr-in-Charge. Notes :- (i) Two runs of 6 sqmm, one run of 6 sqmm earth continuity conductor and 20 mm PVC conduit concealed to wall and accessories shall be measured and paid as one length. (ii) Cable shall be of ISI marked.
Supply and fixing surface and wall mounted LED batten of 22 W with polycarbonate housing & integrated electronic driver having THD<20%, complete all as specified and directed by Engr-in-Charge.
Supply and fixing LED building security light fitting with suitable size bracket/angle to fit security light of 60W IP 66 protection LED, complete all as specified and directed by Engr-in-Charge.
Supply and fix ceiling fan 1200mm, 220V, AC, 50 Hz, BLDC without remote including all accessories, complete all as specified and directed by Engr-in-Charge.
Supply and fixing NON METALIC exhaust fan, single phase, 300mm sweep and all connected accessories and making necessary cutting and chasing to make holes on wall to fix the fans, complete all as specified and directed by Engr-in-Charge.
Material and Labour for Earthing complete with GI earth plate electrode of size 60 cm x 60 cm x 6 mm thick burried 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 the normal ground level connected with GI strip 32 x 6 mm by means of bolts, nuts, check nuts & washers of galvanished iron steel including necessary excavation and earth work in any type of soil, removing surplus soil to a distance not exc 50 metres, with and including PCC chamber in PCC (1:2:4) , type B1, using (20 mm graded stone aggregate), mild steel angle iron frame made out of MS angle iron of size 40x40x6 mm thick duly painted with two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer hinged with and including 6mm thick CI cover with handle, watering arrangement with funnel internally secured with wire mesh with 20 mm dia medium grade pipe for watering, 40 mm dia light grade GI pipe for lead protection in & including alternate layers of charcoal dust and common salt complete all as shown in electrical plate No 3 of SSR Part-1(2009) connected to earthing test point all as specified and indicated including testing on completion, complete all as specified and directed by Engr-in-Charge.
Supply & fixing, jointing, connecting & testing in trenches XLPE/PVC insulated PVC sheathed cable heavy duty 10 sqmm , 4core 1100 volts grade, aluminum conductor in trenches / ducts including taking out cable cover & cable, complete all as specified and directed by Engr-in-Charge.
Supply & laying un-reinforced precast concrete cable cover class LV type 1, flat size 250mm x 150mm x 40 mm, complete all as specified and directed by Engr-in-Charge.
Supply and Fix GI pipe light grade with all fittings complete laid in trenches all as specified for 50 mm bore of pipe, complete all as specified and directed by Engr-in-Charge.
Material and Labour for dismantling of existing panel including disconnecting connected cables, etc. and Supply, Installed, Testing and Commissioning CPRI approved cubical type LT Panel, floor mounted, out door type for 415V, 3 phase 4 wire system 50 Hz, AC supply, factory made, fabricated from MS sheet totally enclosed, dust weather proof and vermin proof for outer shell having TPN aluminium bus bar rating 1.5 times that of controlling MCCB supported on SMC insulator with short circuit withstand capacity 1 MVA for 1 second, bottom base channel MS section not less than 100mm x 50mm x 5 mm thick, entire panel shall have a common aluminium earth bar of size 25mm x 5mm at the rear with 2 Nos earth stud, solid connection from main bus bar to switchgears with required size of copper wiring with minimum 2.5 sqmm PVC insulated copper conductor cable , cable alleys, cable gland plates in two half and general construction confirming to IS-8623/93 and mounted on suitable PCC foundation with following detailed specification & control complete with suitable fixing accessories, complete all as specified and directed by Engr-in-Charge.
OUTER SHELL :- The outer shell shall be made of 3.15 mm thick CRCA body & MS angle section 50x50x6 mm frame with front & back openable, single door system lockable/ openable by keys from both sides having flush pattern fancy locks with louvers & air vent gasket for natural flow of air. The bottom of the outer shell contains a detachable plate having provision for entry of armoured cable of adequate size of glands. The dimension of the outer shell shall be adequate to accommodate inner shell described below 50 mm space all around and shall be fabricated in such a way that the complete inner shell alongwith its control gears and accessories should be taken outside without disturbing outer shell. The outer shell shall be mounted on a zinc metal coated stand. Provision of threaded earthing studs at bottom and lifting lugs of suitable size at top to lift the feeder pillar box safely shall be made. Computer cut self adhesive vinyl danger notice plate having conventional symbol of bone and skull shall be provided. The degree of protection of outer shell shall be IP-65.
INNER SHELL :- Inner shell made of 2.0 mm thick CRCA body compartmentalized for each control gear, front openable single door system lockable/openable by keys from both sides having chromium plated fancy locks (2 Nos in each compartment) having louvers and air vents gasket for natural flow of air "U' type gasket shall be used to make the inner shell completely vermin proof and to accommodate incomer/outgoing MCCB's and TPN aluminium bus bar and extension links of rating not less than the 1.5 times rated capacity of the respective MCCB's. The TPN bus bar and extension links shall be insulated with colour coded heat, shrinkable sleeve and shall be mounted on suitable size 'F' class through out the length of the TPN bus bar. Computer cut self adhesive vinyl danger notice plate having conventional symbol of bone and skull shall be provided on bus bar chamber. All control wires shall be with not less than 2.5 Sqmm multi-stranded copper conductor and shall be properly bunched. tied, ferruled for proper identification and crimped with adequate size of lugs. The cubical shall have a bottom channel of size 75x50mm duly coated with zinc metal coating. A detachable predrilled gland plate of thickness 3.15 mm zinc metal coated should be used at the bottom, indicating lamps LED type, 230 Volt, AC at the incomer of the unit to show three phase availability at the incomer. The degree of protection for inner shell shall be IP-42 and carry the following control :-
(A) INCOMING - (a) MCCB of 100 A, microprocessor based , 4 pole 415 volt 50 kA breaking cap. With adjustable over load, short circuit ,ground fault (4 pole) & fixed instantaneous neutral protection(4 pole), conforming to IS/IEC-60947-2 including spreader terminal kit - 01 No. (B) OUTGOING - (a) MCCB of 40 A, microprocessor based , 3 pole 415 volt 35 kA breaking cap. With adjustable over load, short circuit , ground fault & fixed instantaneous neutral protection, conforming to IS/IEC-60947-2 including spreader terminal kit - 03 Nos (2 W + 1 spare ) (b) Digital type Voltmeter three phase class 0.5, 96 x 96 mm flush mounted case with adequate CT arrangement. (c) Digital type Ammeter three phase class 0.5, 96 x96 mm flush mounted case with adequate CT arrangement. (d) LED INDICATORS RIBBED LENS WITH TRIMMED COLLAR - Red, Yellow and Blue - 1 Each (e) Aluminium bus bar of Rating 200 Amp R-Y-B phases and Neutral. (f) Base frame for cubical mounting made out of suitable size equal angle iron duly painted. (g) Foundation for the panel should be provided with PCC 1:4:6 at a depth of 150 mm below G.L. and 100 mm above the G.L. with slot openings for incoming and outgoing cables.
ECOBUILD (BID ID -3328439)
INDIA ENGINEERS AND CONTRACTORS (BID ID -3326319)
M/S Rana Enterprises (BID ID -3323618)
venus enterprises (BID ID -3325803)
M/s PIONEER CONTRACTORS (BID ID -3323323)
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