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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.2 LAccepted-AOC | L-1 | Accepted-AOC lowest bidder for the work. | |
| 2 | L-2₹19.7 L+₹44,715.97 (2.32%)Rejected-Finance 29 GANDHI NAGAR VETERINARY COLLEGE ROAD BIKANER 334001 RAJ | BIKANER | RAJASTHAN | 334001 | L-2 | Rejected-Finance other than the lowest bidder | |
| 3 | L-3₹19.8 L+₹58,221.10 (3.03%)Rejected-Finance | L-3 | Rejected-Finance other than the lowest bidder | |
| 4 | L-4₹20.8 L+₹1.6 L (8.32%)Rejected-Finance | L-4 | Rejected-Finance other than the lowest bidder | |
| 5 | L-5₹23.1 L+₹3.8 L (20.0%)Rejected-Finance SIKAR RAJASTHAN 332311 INDIA UDYAM RJ 30 0022665 | SIKAR | RAJASTHAN | 332311 | L-5 | Rejected-Finance other than the lowest bidder |
Tender Value
₹22.2 L
EMD Value
₹44,480
Closing Date
1 Jun 2023, 6:00 pmClosed
Mr Bharat Singh Laspal, SE, CWE Bhopal
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
PROVN OF 160 KVA STANDBY DG SET AT MH NASIRABAD UNDER GE NASIRABAD
2023_MES_593471_1
83836/E8
Open Tender
Civil Works
Item Rate
180 days
NASIRABAD
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹500
Yes
GE NASIRABAD
₹44,480
Yes
14 Jun 2023
5 May 2023
3 Jun 2023
5 May 2023
1 Jun 2023
19 May 2023
5 May 2023 - 19 May 2023
Amount
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.
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.
Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point
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 M7.5 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 100 mm thick in sub base for laying tiles, pavings, floorings etc. all as specified and as directed.
S & F ERW or HRIW welded tubes conforming to IS 1161: 2014 (Yst 240 Grade), made of hot-rolled carbon steel strip conforming to IS 10748: 2004 (grade 3, yield steel 240 Mpa) as in tubular trusses including special shaped washer etc. complete all as specified and as directed.
M & L for brick work with fly ash bricks of class designation 7.5 and non-modular size as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete all as specified and as directed.
Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and fair complete all as specified and as directed.
M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size coarse aggregate in roof kerbs or mud stops, rounded or chamfered on edges 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.
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 C3, 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 drilling screws and washers as specified including end and side lap, necessary scaffolding and safety measures at any floor complete all as specified and as directed.
M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated plain steel sheet as per IS 15965:2012 of durability class 3, atmospheric classification category C3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in ridge/ valley/ gutter fixed with self drilling screws and washers including side and end lap, necessary scaffolding and safety measures at any floor complete all as specified and as directed.
M & L for preparation of new plaster surface of wall and applying two coats of cement base paint complete all as specified and as directed.
Surface dressing not exceeding 15 cm deep in soft/ loose soil complete all as specified and as directed.
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M35 grade conforming to IS 15658: 2021 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 30 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. 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
Supplying, installing, testing and commissioning diesel engine driven generating set 160 kVA /128 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. complete all as specified and as directed. Note: - The emission limits for diesel engine driven generating set shall be as specified in Table 1 of the Environment (Protection) Third Amendment Rules, 2022.
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 120 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.
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 hard/ dense soil complete all as specified and as directed.
Supply & spreading in trenches dry river sand cushioning to underground cable in trenches including spreading, levelling, hand punning down complete all as specified and as 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 in trenches, in road cutting and along pole 80 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.
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.
Supply, installation, commissioning and testing factory made, CPRI approved, floor mounting outdoor type LT panel board of adequate size, made of mild steel sheet of 3 mm thick with 50 mm X 50 mm X 6 mm angle iron frame works, powder coated, dust & vermin proof, front and rear openable, double doors, compartmentalized, general construction confirming to IS/IEC 60947: PART 1: 2007, locking arrangements, suitable for 3 phase 4 wire 415 V, 50 Hz with 400 Amps rated copper busbar fully insulated with class F materials and nuts, bolts, washers for connection including wiring with single core PVC power cable of suitable size and 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: (A) 400 Amps rated copper bar fully insulated with class F materials and nuts, bolts, washers for connection – 4 Nos (B) Wiring with single core PVC, copper power cable of suitable size (C) Incoming: (a) MCCB rated current (In): 250 A, Icu: 36 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, fixed thermal and fixed magnetic setting, four pole, for 415 V, 50 Hz AC supply -1 No (b) On load changeover switch of capacity 250 A, four pole, 415 V- 01 No (D) Outgoing: (a) MCCB rated current (In): 200 A, Icu: 36 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, fixed thermal and fixed magnetic setting, four pole, for 415 V, 50 Hz AC supply -1 No (b) MCB four pole capacity 100 Amp, 25 kA, D curve -2 Nos (E) PCC platform of height 750 mm (450 mm above and 300 mm below ground level) constructed with M10 (Nominal Mix) concrete using 20 mm nominal size crushed stone aggregate shall be provided for placing LT Panel Board. The length and breadth of foundation shall be 300 mm more on all sides than the size of the panel. The panel shall be fixed with platform using adequate size and numbers of anchor bolts grouted PCC platform.
MITTAL ENTERPRISES
S R ELECTRICALS
KAVYA ENTERPRISES
Anu Trading Co
KIRTIMAN ENTERPRISES
Electromech Engineers
PD GUPTA AND COMPANY
M/S Anil Enterprises
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