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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | L1 | Accepted-AOC WORK ORDER | |
| 2 | L1₹1.5 LRejected-Finance KALI PARA GOBINDAPUR HANSKHALI NADIA WB 741505 | HANSKHALI | NADIA | WEST BENGAL | 741505 | L1 | Rejected-Finance HIGH RATE | |
| 3 | L3₹1.5 LRejected-Finance CHANDANPUR DAKSHINPARA NADIA WEST BENGAL 741151 | NADIA | NADIA | WEST BENGAL | 741151 | L3 | Rejected-Finance HIGH RATE |
Tender Value
₹1.5 L
EMD Value
₹3,031
Closing Date
10 Feb 2026, 12:00 pmClosed
ADMINISTRATOR OF COOPERS CAMP NOTIFIED AREA AUTHOR
COOPERS CAMP Notified Aarea Ranaghat, Nadia, 741232
Estimate for the work of Supply, Installation /Erection and commission of 12 m high octagonal with 200 w LED flood light system at park opposite Halder Builders of Ward no - 03, Booth no - 195 (Priority - 04) under Coopes Cmp NAA
2026_MAD_999507_2
WBMAD /ULB /CCNAA /NIT-22e /APAS /2025-26
Open Tender
Miscellaneous Works
Percentage
COOPERS CAMP NOTIFIED AREA AUTHORITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹3,031
29 Jun 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | Suply of 12m hight octagonal shape continuously tapered having dimentions and thickness as required. ired. In the design made from high tenless steel conforming to BSEN 10025 gr. 5355, octagonal polr with standred dimention of batom A/F 230mm. Top A/F90mm, Base plate size 325mumX325X PCD 325 thickness-20mm. Foundation boll M24/7504 with accessories, mast shaft shall be given in two section het deep 1 galvanised and suitable for wind speed as per 15; 875/1987 PART 3. It shall also include acc. for octagonale pole including head frme (Pole make BPP/ Utkarsh/EP) | - | each no. | 30,634 | - |
| 2 | Construction of suitable shallow foundation with 1:24 or M20 grade concreate for the hight mast considaring the safe soil bearing capacity at site as 107/oq, mtrs. At 1500mmX 1500mmX1800mm. including all materials, shuttering and 2 lobour charge. (As per Given drawing) Foundation column should be 700menX 700mm. Foundation design may change according to site and soil condition | - | each no. | 21,750 | - |
| 3 | Supplying and erection of Earthing station with 50mm dia. GI. 3.65mm thick, 3M long and 1 no. 4.5WG G.L. wire 4 Mlong, 13uum dia. 80mm long G.1. bolt double washers, nuts, SeF 15mm dia G.L.pipe protection, to be filled with bitumin, partly under ground and partly above ground level driven to an avatage depth 3.65M below the ground level. | - | each no. | 1,410 | - |
| 4 | Sypplying and fixing double door MS Feeder Piller box with near the High Mast Tower | - | item | 8,000 | - |
| 5 | Supplying and installation of feeder piller with providing fallowing component (switching acc.) in side the mini Feeder piller including internal wiring all. complete. for automatic, timely OFF/ON for LED. lighting fitting. i) 32A DP MCB isolater-1 ii ) 240V, cotractor-1 no. iii) Day dial Timer (GIC) -1 no. iv) By pass switch-1 no. v) out let Teminal -2 nos. | - | set | 5,000 | - |
| 6 | Supplying and drawing 1.1KV grade 2 core 6 sqmm Ai. Armoured cable (Polycab/KEI/Glostar) from main power supply for pole. | - | RM | 222 | - |
| 7 | Supplying only 230V, 200W, LED Flood light (Cropton model/Bajaj/Surya). With IP66 protection | - | each no. | 13,983 | - |
| 9 | ADD 18% GST | - | Percentage | 18 | - |
| 10 | Labour welfare cess @1% | - | Percentage | 1 | - |
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