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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.9 LAccepted-AOC SAHEBPARA RAOD UPPER BAGDOGRA P O BAGDOGRA DISTRICT DARJEELING WEST BENGAL PIN 734014 | BAGDOGRA | DARJEELING | WEST BENGAL | 734014 | ₹45.9 L Quoted ₹50.4 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹52.4 LRejected-Finance 100 GIRISH GHOSH ROAD DONBOSCO LILUAH HOWRAH WEST BENGAL 711202 UDYAM WB 08 0026730 19BFZPJ6726D1ZW R M MSME STATUS AS NOT VERIFIED | HOWRAH | WEST BENGAL | 711202 | ₹52.4 L | L2 | Rejected-Finance Not Lowest Bidder |
| 3 | L3₹53.2 LRejected-Finance | ₹53.2 L | L3 | Rejected-Finance Not Lowest Bidder |
| 4 | L4₹54.1 LRejected-Finance | ₹54.1 L | L4 | Rejected-Finance Not Lowest Bidder |
| 5 | L5₹54.9 LRejected-Finance 93 618 A MOHANTA PARA WARD NO 19 PO DIST JALPAIGURI PIN 735101 | JALPAIGURI | WEST BENGAL | 735101 | ₹54.9 L | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S POWER ENGINEERS L3 | CHAKRABORTY AND SONS L4 | M/S G D CONSTRUCTION L1 | M/S GENERAL TRADERS L7 | M/S CONTRACTS L6 | MUKHERJEE ENTERPRISE L8 | M/S R. K. INDUSTRIES L2 | ROY CONSTRUCTION L9 | SOMIK DAS L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 799 | Cum | 250 ₹2.0 L | 260 ₹2.1 L | 242 ₹1.9 L | 268.9 ₹2.1 L | 267 ₹2.1 L | 273 ₹2.2 L | 252 ₹2.0 L | 278 ₹2.2 L | 256 ₹2.0 L |
| 2.00 | Excavating in trenches exc1.5m but not exc 3.0m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sqm on plan and n.exc 1.5m in depth and getting out. in soft/loose soil complete all as specified and directed. | 0.81 | Cum | 262 ₹212.22 | 270 ₹218.70 | 254 ₹205.74 | 280.9 ₹227.53 | 279 ₹225.99 | 285 ₹230.85 | 261 ₹211.41 | 290 ₹234.90 | 268 ₹217.08 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 480.05 | Cum | 106 ₹50,885.30 | 115 ₹55,205.75 | 98 ₹47,044.90 | 124.9 ₹59,958.25 | 123 ₹59,046.15 | 129 ₹61,926.45 | 105 ₹50,405.25 | 134 ₹64,326.70 | 112 ₹53,765.60 |
| 4.00 | Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 319.76 | Cum | 156 ₹49,882.56 | 159.5 ₹51,001.72 | 148 ₹47,324.48 | 174.9 ₹55,926.02 | 173 ₹55,318.48 | 179 ₹57,237.04 | 154 ₹49,243.04 | 184 ₹58,835.84 | 162 ₹51,801.12 |
| 5.00 | M&L for PCC 1:4:8 type D:2 using 40mm graded crushed stone aggreate as in foundation for pole/stay assembly foundation etc all as specified and directed. | 0.81 | Cum | 6,208 ₹5,028.48 | 6,211.5 ₹5,031.32 | 6,200 ₹5,022 | 6,226.9 ₹5,043.79 | 6,225 ₹5,042.25 | 6,231 ₹5,047.11 | 6,210 ₹5,030.10 | 6,236 ₹5,051.16 | 6,214 ₹5,033.34 |
| 6.00 | M&L for PCC 1:3:6 type C:2 using 40mm graded crushed stone aggreate as in foundation for pole/stay assembly etc all as specified and directed. | 7.65 | Cum | 6,408 ₹49,021.20 | 6,411.5 ₹49,047.98 | 6,400 ₹48,960 | 6,426.9 ₹49,165.78 | 6,425 ₹49,151.25 | 6,431 ₹49,197.15 | 6,410 ₹49,036.50 | 6,436 ₹49,235.40 | 6,414 ₹49,067.10 |
| 7.00 | M&L for PCC 1:2:4 type B:2 using 40mm graded crushed stone aggreate as in coping of including necessary form work and fair finish to exposed surfaces and dismantling old one complete all as specified and directed. | 2.2 | Cum | 6,808 ₹14,977.60 | 6,811.5 ₹14,985.30 | 6,800 ₹14,960 | 6,826.9 ₹15,019.18 | 6,825 ₹15,015 | 6,831 ₹15,028.20 | 6,810 ₹14,982 | 6,836 ₹15,039.20 | 6,814 ₹14,990.80 |
| 8.00 | M&L well burnt old size sub Class ‘B’ bricks, laid in trenches for cable protection complete all as specified and as directed by the Engineer-in-Charge. | 19,413 | Each | 24 ₹4.7 L | 27.5 ₹5.3 L | 16 ₹3.1 L | 42.9 ₹8.3 L | 41 ₹8.0 L | 47 ₹9.1 L | 22 ₹4.3 L | 52 ₹10.1 L | 30 ₹5.8 L |
| 9.00 | M&L for in repair 80mm dia GI pipe Light grade with all necessary fittings laid in trenches, fixed to wall/pole/under road/floor etc for cable protection complete all as specified and as directed. | 10 | RM | 1,308 ₹13,080 | 1,311.5 ₹13,115 | 1,300 ₹13,000 | 1,326.9 ₹13,269 | 1,325 ₹13,250 | 1,331 ₹13,310 | 1,310 ₹13,100 | 1,336 ₹13,360 | 1,314 ₹13,140 |
| 10.00 | M&L for in repair 50mm dia GI pipe Light grade with all necessary fittings laid in trenches, fixed to wall/pole/under road/floor etc for cable protection complete all as specified and as directed. | 30 | RM | 1,108 ₹33,240 | 1,111.5 ₹33,345 | 1,100 ₹33,000 | 1,126.9 ₹33,807 | 1,125 ₹33,750 | 1,131 ₹33,930 | 1,110 ₹33,300 | 1,136 ₹34,080 | 1,114 ₹33,420 |
Updated dates
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
10 Apr 2026, 6:00 pmClosed
GE BENGDUBI
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
REPAIR MAITENANCE REPLACEMENT OF OLD UNSV XLPE CABLES LT PANELS MCCB EARTHING AND CONNECTED WORKS AT VARIOUS UNIT LOCATIONS UNDER AGE EM OF GE BENGDUBI
2026_MES_750734_2
8778/E8
Open Tender
Civil Works
180 days
GE BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GE BENGDUBI
₹90,000
Yes
13 May 2026
20 Mar 2026
13 Apr 2026
20 Mar 2026
10 Apr 2026
27 Mar 2026
21 Mar 2026 - 23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | - | Cum | - | - | ITEM NO-1 | |
Excavating in trenches exc1.5m but not exc 3.0m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sqm on plan and n.exc 1.5m in depth and getting out. in soft/loose soil complete all as specified and directed. | - | Cum | - | - | ITEM NO-2 | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | - | Cum | - | - | ITEM NO-3 | |
Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | - | Cum | - | - | ITEM NO-4 | |
M&L for PCC 1:4:8 type D:2 using 40mm graded crushed stone aggreate as in foundation for pole/stay assembly foundation etc all as specified and directed. | - | Cum | - | - | ITEM NO-5 | |
M&L for PCC 1:3:6 type C:2 using 40mm graded crushed stone aggreate as in foundation for pole/stay assembly etc all as specified and directed. | - | Cum | - | - | ITEM NO-6 | |
M&L for PCC 1:2:4 type B:2 using 40mm graded crushed stone aggreate as in coping of including necessary form work and fair finish to exposed surfaces and dismantling old one complete all as specified and directed. | - | Cum | - | - | ITEM NO-7 | |
M&L well burnt old size sub Class ‘B’ bricks, laid in trenches for cable protection complete all as specified and as directed by the Engineer-in-Charge. | - | Each | - | - | ITEM NO-8 | |
M&L for in repair 80mm dia GI pipe Light grade with all necessary fittings laid in trenches, fixed to wall/pole/under road/floor etc for cable protection complete all as specified and as directed. | - | RM | - | - | ITEM NO-9 | |
M&L for in repair 50mm dia GI pipe Light grade with all necessary fittings laid in trenches, fixed to wall/pole/under road/floor etc for cable protection complete all as specified and as directed. | - | RM | - | - | ITEM NO-10 |
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