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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC 19 SAINIK COLONY BAIRAGARH BHOPAL MP 462 030 | BHOPAL | MADHYA PRADESH | 462030 | L1 | Accepted-AOC Being lowest bidder for the work | |
| 2 | L2₹13.2 L+₹1.3 L (11.3%)Rejected-AOC 129 A NICHLI CHOWKI DEVI NAGAR SECTOR 32 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L2 | Rejected-AOC Other than lowest bidder | |
| 3 | L3₹13.3 L+₹1.5 L (12.2%)Rejected-AOC | L3 | Rejected-AOC Other than lowest bidder | |
| 4 | L4₹13.4 L+₹1.5 L (12.7%)Rejected-AOC | L4 | Rejected-AOC Other than lowest bidder | |
| 5 | L5₹13.5 L+₹1.6 L (13.8%)Rejected-AOC | L5 | Rejected-AOC Other than lowest bidder |
Tender Value
₹12.2 L
EMD Value
₹24,400
Closing Date
26 Jun 2021, 6:00 pmClosed
Commander Works Engineer Bhopal
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
PROVISION OF GENERATOR 62.5 KVA 3 PHASE WITH GENERATOR SHED (15 FEET X 15 FEET) FOR COMPUTERS OF CLKS TRG SCHOOL, 3 TTB AT 3 EME CENTRE UNDER GE BHOPAL
2021_MES_439090_1
NEW1
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Bhopal
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹500
GE Bhopal
₹24,400
Yes
19 Jul 2021
19 May 2021
28 Jun 2021
19 May 2021
26 Jun 2021
14 Jun 2021
Amount
Surface dressing not exceeding 15 cm deep in soft/ loose soil complete all as specified and as directed.
Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out in soft/ loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and as directed.
Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed.
Removing excavated material (soils) exceeding 50 m but not exceeding 250 m and depositing where directed at a level n exc. 1.5 m above the starting point
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed.
M & L for hardcore (broken stone or boulders) of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
M & L for cement concrete M15 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 150 mm thick in flooring finished even and smooth without using extra cement complete all as specified and as directed.
M & L for brick work with fly ash bricks of class designation 7.5 and modular size as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed.
Material and labour for plastering 10 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified and as directed.
Material and labour for plastering 15 mm thick (in two coats of 10 mm and 5 mm thick) on stone masonry surfaces or other than fair faces of brick work or on one side of lathing (on vertical surfaces) in cement mortar 1:4 with integral water proofing compound finished even and fair complete all as specified and as directed. Note: - Water proofing compound shall be measured and paid for separately.
Supply only integral water proofing compound.
Preparation of newly plastered surfaces on walls and applying three coats of white wash complete all as specified and as directed.
S & F hot rolled medium and high tensile structural steel of grade E 250 quality C conforming to IS 2062: 2011 as in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment complete all as specified and as directed.
S & F for steel work of grade-3 as per IS 10748 in tubular trusses including special shaped washer etc. complete using ERW or HRIW welded tubes conforming to IS 1161: 2014 (Yst 240 Grade) complete all as specified and directed.
M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated corrugated (profile) steel sheet, any pattern corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor complete all as specified and as directed.
Preparation of newly or previously untreated steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed by Engineer-in-Charge
M & L for cement concrete in foundation, filling and mass concrete in M15(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
Supplying, installing, testing and commissioning diesel engine driven generating set 62.5 kVA /50 kW (prime power), 415 volt, 50 Hz, 3 phase, 4 wire, at 1500 rpm, 0.8 lagging power factor including diesel engine, alternator, coupling, common base plate, acoustic enclosure, 12 V DC battery, AMF Panel. Exhaust system, foundation etc., one set of tool kit for repair purpose complete all as specified and as directed.
Supply, installation, commissioning and testing factory made, CPRI approved, outdoor type distribution panel board of adequate size, made of mild steel sheet of 3.15 mm thick, powder coated, dust & vermin proof, front and rear openable, double doors, compartmentalized, general construction confirming to IS: 8623 (Part 1): 1993, locking arrangements, suitable for 3 phase 4 wire 415 V, 50 Hz with 400 Amps rated copper bus bar, including mounting on angle iron frame made using angle iron 50 mm X 50 mm X 6 mm complete all as specified and as directed and shall be comprising the followings: - INCOMING: - (a) MCCB rated current(In): 250A, Icu: 36 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic setting, four pole: 1 No (b) Phase indicating lamp, RYB, neon type, set of three- 1 Set (c) VAF + PF multifunction digital meter – 1 No OUTGOING: - (a) MCCB rated current(In): 40A, Icu: 25 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and fixed magnetic setting, four pole: 5 Nos (b) MCCB rated current(In): 63A, Icu: 25 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and fixed magnetic setting, four pole: 4 Nos (Note: The rate quoted by tenderer also includes to fix the legs of the panel box in cement concrete M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate 30 cm below GL and the box will be kept nearly 45 cm above GL including earthwork and allied services complete. The legs of the box will be of 50 mm X 50 mm X 6 mm of length 750 mm.)
M & L for earthing complete with galvanised steel plate earth electrode 600 mm X 600 mm X 6 mm 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 earthing lead of 32 mm X 6 mm galvanised mild steel strip by means of bolts, nuts, check nuts and washers of galvanised iron from earth plate to test point upto 7.5 metre including all as shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete chamber in cement concrete M15 (Nominal Mix) using 20 mm nominal size coarse aggregate, precast RCC cover slab in cement concrete M15 (Nominal mix) using 20 mm nominal size coarse aggregate of size 40 cm X 40 cm X 5 cm reinforced with 8 mm dia TMT bars @ 150 mm c/c both ways with one handle for lifting made out of 8 mm dia bar, GI funnel, GI wire mesh filter, 20 mm dia GI pipe medium grade for watering, 40 mm dia GI pipe medium grade for protection of earthing lead, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil/ strata and testing complete all as specified and as directed by the Engineer-in-charge.
S & F earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 32 mm X 6 mm galvanised mild steel strip complete all as specified and as directed.
Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 3 core with reduced neutral conductors (3½ core), nominal cross sectional area of main conductor 70 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed.
Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point
Supply & spreading in trenches dry river sand cushioning to underground cable in trenches including spreading, levelling hand punning down complete all as specified and directed Note:- Depth of sand cushioning will be measured after punning down and levelling the sand properly.
M & L for laying of bricks locally available sub class 'B' bricks, non-modular sizes as per IS 1077: 1992 for cable protection cover laid flat and dry in trenches over the cable perpendicular to the direction of cable all as directed.
Supplying & laying including taking town in trenches, in road cutting and along pole 40 mm nominal bore, light grade, galvanised coated steel tube conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 complete all as specified and as directed.
Disconnecting, taking out old unserviceable under ground cable of rated voltage 1100 V, nominal cross sectional area of main conductor 35 sqmm, upto 4 core, any type from trenches including taking out concrete cable cover/ bricks etc. including removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) all as specified and directed by the Engineer-in-Charge.
Dismantling existing LT feeder pillar box/ LT panel board of any type and size including recovering serviceable items including making good disturbed surfaces complete all as specified and as directed.
SONI ENTERPRISES
M/S INDIA ENTERPRISES
Raja enterprises
S Balwinder Singh
MONA GENERATOR SEVICES PVT. LTD.
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