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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₹34,468Accepted-AOC 54 SHOP NO 1ST FLOOR KOKLATA KOLKATA KOLKATA WEST BENGAL 700001 | KOLKATA | WEST BENGAL | 700001 | L1 | Accepted-AOC L1 BIDDER ACCEPTED BY TIA | |
| 2 | L2₹2.2 L+₹115 (0.05%)Rejected-Finance BARASAT HOUSING ESTATE PH II P O NOAPARA KOLKATA 700 125 | 24 PARAGANAS NORTH | WEST BENGAL | 700125 | L2 | Rejected-Finance REJECTED BY TIA | |
| 3 | L3₹2.2 L+₹2,894.22 (1.33%)Rejected-Finance 80 STATION PALLY DANKUNI HOOGHLY 712331 | 712331 | L3 | Rejected-Finance REJECTED BY TIA | |
| 4 | L4₹2.2 L+₹3,629.24 (1.67%)Rejected-Finance 1 A 7 STREET NO 214 ACTION AREA 1C NEW TOWN KOLKATA 700 156 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700156 | L4 | Rejected-Finance REJECTED BY TIA | |
| 5 | Rejected-Technical 0 | - | Rejected-Technical REJECTED BY TIA |
Tender Value
Refer Docs
EMD Value
₹5,000
Closing Date
22 Mar 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chairman , Barasat Municipality
RISHI BANKIM CHANDRA CHATTERJEE STREET , BARASAT, KOLKATA-700124.
As Per NIeQ
2025_MAD_826390_1
261-BM/Electric/NIeQ-3/24-25
Open Tender
Electrical Work/ Equipment
Item Rate
15 days
Under Barasat Municipality
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹5,000
Barasat Municipality
13 May 2025
12 Mar 2025
24 Mar 2025
12 Mar 2025
22 Mar 2025
12 Mar 2025
13 Mar 2025
Amount
Erection of Single Steel tubular pole of length as given below with/without sole plate & Cap etc. in CC foundation (Proportion and dimension indicated below), having 600x600x150 mm thick CC (4:2:1) base block below sole plate/pole with hard jhama metal including CC (6:3:1) muffing 0.30 mts. dia and 0.30 mts. above ground level including 3 mm thick neat cemented finish and GI earth bolt after making drilled holes etc. on pole & carriage of pole upto 1.6 Km from Store to work-site including filling up the excavated earth pit with shifted soil and ramming properly {Ref:PWD Sch,2017 (Page- H-1, No.- 1a,b)}
Upto 9.0 mtr. Size 0.6x0.6x1.70 mts
Above 9.0 mtr. Size 0.6x0.6x1.91 mts
Painting of Steel Tubular Pole of lengths and no. of coats of paint, as given below with ready mixed paint/primer of approved make, and brand incl. preparation of surface by sand paper/emery paper, cleaning etc. for receiving fresh coat of paint upto 9 Mtr. Long
1st coat of aluminium paint over 1 coat of RO priming(W/B & S/B) {PWD Sch,2017.(Page H-2, no. 4a-i)}
2nd coat of aluminium paint over 1st coat (W/B & S/B) {PWD Sch,2017.(Page H-2, no. 4a-ii)}
Painting of Steel Tubular Pole of lengths and no. of coats of paint, as given below with ready mixed paint/primer of approved make, and brand incl. preparation of surface by sand paper/emery paper, cleaning etc. for receiving fresh coat of paint above 9 Mtr. Long
1st coat of aluminium paint over 1 coat of RO priming(W/B & S/B) {PWD Sch,2017.(Page H-2, no. 4b-i)}
2nd coat of aluminium paint over 1st coat (W/B & S/B) {PWD Sch,2017.(Page H-2, no. 4b-ii)}
Drawing of unarmoured cable of suitable size (supply of cable is not included in the scope)on existing Galvanized stranded wire for centenary system with reel insulators and binding wires. {Ref.- UD&MA 2018,(Vol-1)(Page-8,No.-42)}
Installation the feeder pillar box only on cement brick foundation including plastering and neat cementing as per specification and direction of E.I.C. for Large Size feeder pillar Box {Ref.- UD&MA 2018,(Vol-1)(Page-6,No.-35)}
Erection of high Mast (16 M) on RCC foundation with cement Item concrete considering actual SBC of soil, with the help of suitable modern engg. tools and Plants, wiring of luminaries with all wiring materials like PVC insulated flexible cable of suitable copper conductor core of 1.5 mm² lugs, up to 10 nos. 6A MCB along with construction of shallow foundation with cement concrete for high Mast considering the safe soil bearing capacity as per site condition, as per drawing and design of manufacturer of the mast. The soil test and submission of its report is within the scope of the work. {Ref.- UD&MA 2018,(Vol-1)(Page-53,No.-2)}
Erection of high Mast (12.0 / 12.50 M) on RCC foundation with cement concrete considering actual SBC of soil, with the help of suitable modern engg. tools and Plants, wiring of luminaries with all wiring materials like PVC insulated flexible cable of suitable copper conductor core of 1.5 mm² lugs, up to 10 nos. 6A MCB along with construction of shallow foundation with cement concrete for high Mast considering the safe soil bearing capacity as per site condition, as per drawing and design of manufacturer of the mast. The soil test and submission of its report is within the scope of the work. {Ref.- UD&MA 2018,(Vol-1)(Page-53,No.-4)}
Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed {Ref:PWD Sch,2017 (Page- F2, No.- 1a)}
Laying of one No. cable above 35 sqmm upto 185 Sq.mm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed. {Ref:PWD Sch,2017 (Page- F2, No.- 1b)}
Laying of one No. cable above 185 Sq.mm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed. {Ref:PWD Sch,2017 (Page- F2, No.- 1c)}
Supplying & Erection of big size feeder pillar box of Size Each 13849.00 (1372 x 914 x 607 mm) made up of 3.15 mm thick MS Plate along with suitable M.S. Angle. The P.B. have double hinge door at the front & back with suitable locking arrangement. The box will be painted by 2 cores of aluminiam paint over 1 coat of red oxide paint. Suitable arrangement should be provided for fixing of Timer unit, fuse unit & other accessories. Leg of the pillar box will be 900 mm in length by made up of (35x35x3 mm MS Angle with suitable base Plate. Legs of the Pillar box will be erected at 300 mm below the ground level with cement concrete (6:3:1). Rest portion coverd by 5" Brick Wall with plastering & net cement & bottom portion filled with silver sand as drawing & direction of E.I.C. {Ref.- USOR (M&E) (Page-101,No.-5.3.A.2)}
Supply and drawing of 7/14 SWG galvanised stranded wire for drawing unarmored cable (supply of cable is not included in the scope) by catenary system of wiring with 3nos. reel insulator per mtr. and binding with binding wires etc,as reqd. for drawing {Ref.- USOR (M&E) (Page-8,No.-41)}
Supplying of Bakelite Sheet 3 MM Thick {Ref.- UD&MA 2018,(Vol-1)(Page-15,No.-11)}
Supplying of following XLPE Insulated Alluminum Conductor armoured cables of 1.1 KV Grade {Ref.- USOR (M&E) (Page-101,No.-5.3.A.2)}
6 Sq. mm 2 Core
10 Sq. mm 2 Core
16 Sq. mm 2 Core
35 sq. mm 4 Core
50 sq. mm 4 Core
95 sq. mm 4 Core
150 sq. mm 4 Core
400 sq. mm 4 Core
Supplying of Swaged Steel Tubular pole (IS 2713, Pt. II 1980) for following designation and of following dimensions. {Ref.- USOR (M&E) (Page-3,No.-1 B&D)}
4 SWG ;5.0 mtrs; 45 Kg
410-SP-1; 7.0 mtrs: 62.00Kg
410-SP-33; 9.0mtrs: 164 Kg
Supplying and fixing of box bracket (Miniature Size) to receive Each 1369.00 “D” iron & earth clamp for O.H. line as direction of Engineer-In-Charge. {Ref.- USOR (M&E) (Page-4No.-14)}
Supply of single arm bracket made of 40mm dia 1.0 meter long {Ref.- USOR (M&E) (Page-109,No.-5.3.E.4)}
Supply of double arm bracket made of 40mm dia 1.0 meter long {Ref.- USOR (M&E) (Page-109,No.-5.3.E.5)}
Erection of 6 Mtr. & 5 Mtr. Octagonal pole with suitable foundation and accessories. {Ref.- Rate taken from vetted estimate of KMDA)
Supplying of 5 Mtr. GI Octagonal pole as per dimension : Top dia -70mm, bottom dia -130mm, Section -1 ( section length-5 mtr.) , Thick -3 mm . Base plate -220x 220 mmx12 mm, PCD-220 mm , foundation accessories : M16 x 600x4 Nos. {Ref.- Rate taken from vetted estimate of KMDA)
Supplying of 6 Mtr. GI Octagonal pole as per dimension : Top dia -70mm, bottom dia -130mm, Section -1 ( section length-6 mtr.) , Thick -3 mm . Base plate -220x 220 mmx16 mm, PCD-220 mm , foundation accessories : M20 x 700x4 Nos. {Ref.- Rate taken from vetted estimate of KMDA)
Earthing with 15.88 mm dia 1.8 mtr. long G.I. earth spike against each pole . {Ref.- Rate taken from vetted estimate of KMDA)
Erection, testing & commissioning of up to 12.0 / 12.5 / 16.0 meter high mast on the existing civil foundation by bolts with suitable tools, tackles, machines etc, all complete, as per direction of the EIC. {Ref.- UD&MA 2018,(Vol-1)(Page-53,No.-5)}
Servicing/ overhauling of Driving Motor 2HP/3HP for High Mast Pole, Heat burnishing ot achieve desire IR value with all rectifications/replacement of damaged bearings, alignment checking, connections and terminal wires as per the desired standard and to the satisfaction of E.I.C. {Ref.- USOR (M&E) (Page-92,No.-5.1.G.8)}
Fixing only Floodlight Fitting with suitable tie clamps and MS plate for mounting on Pole/Tower or similar structure. {Ref:PWD Sch,2017 (Page- C-3, No.- 20A)}
D.B ENTERPRISE (BID ID -6239418)
PERFECT (BID ID -6234037)
Beauty Enterprise (BID ID -6261149)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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