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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC OPPOSITE GATE NO 2 NORTH BENGAL UNIVERSITY PO N B U DIST DARJEELING WB | DARJEELING | DARJEELING | WEST BENGAL | 734013 | L1 | Accepted-AOC Being lowest bidder | |
| 2 | L2₹43.6 L+₹2.3 L (5.57%)Rejected-Finance NORTH BENGAL UNIVERSITY NEEMTALA PO NORTH BENGAL UNIVERSITY DIST DARJEELING WB | L2 | Rejected-Finance Being other than L1 | |
| 3 | L3₹44.3 L+₹3.0 L (7.33%)Rejected-Finance 35 PATHAK PARA ROAD FLAT NO 32C 3RD FLOOR SHANTINEER APARTMENT BEHALA KOLKATA 700060 | KOLKATA | KOLKATA | WEST BENGAL | 700060 | L3 | Rejected-Finance Being other than L1 | |
| 4 | L4₹44.4 L+₹3.1 L (7.57%)Rejected-Finance | L4 | Rejected-Finance Being other than L1 | |
| 5 | L5₹44.5 L+₹3.2 L (7.71%)Rejected-Finance | L5 | Rejected-Finance Being other than L1 |
| Sl No | Description | Qty | Unit | MESSERS BEE GEE CONSTRUCTION L2 | UNIVERSAL CONSTRUCTION L5 | M/S POWER ENGINEERS L4 | SRI A B SEN L8 | M/S Joy Construction L6 | MUKHERJEE ENTERPRISE L3 | M/S Vaishno Constructions L1 | S K ENTERPRISE L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 374.85 | Cum | 194 ₹72,720.9 Lowest | 198 ₹74,220.3 | 197 ₹73,845.45 | 350 ₹1,31,197.5 | 300 ₹1,12,455 | 196 ₹73,470.6 | 249.5 ₹93,525.08 | 350 ₹1,31,197.5 |
| 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. | 0.16 | Cum | 388 ₹62.08 | 396 ₹63.36 | 395 ₹63.2 | 200 ₹32 | 196 ₹31.36 Lowest | 392 ₹62.72 | 196 ₹31.36 Lowest | 400 ₹64 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 232.07 | Cum | 145 ₹33,650.15 | 148 ₹34,346.36 | 148 ₹34,346.36 | 130 ₹30,169.1 | 127 ₹29,472.89 | 147 ₹34,114.29 | 120 ₹27,848.4 Lowest | 150 ₹34,810.5 |
| 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. | 142.78 | Cum | 300 ₹42,834 | 306 ₹43,690.68 | 306 ₹43,690.68 | 130 ₹18,561.4 | 100 ₹14,278 Lowest | 303 ₹43,262.34 | 128 ₹18,275.84 | 310 ₹44,261.8 |
| 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. | 0.16 | Cum | 5,335 ₹853.6 | 5,445 ₹871.2 | 5,439 ₹870.24 | 2,000 ₹320 | 1,960 ₹313.6 Lowest | 5,390 ₹862.4 | 1,960 ₹313.6 Lowest | 5,500 ₹880 |
| 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. | 5 | Cum | 4,850 ₹24,250 | 4,950 ₹24,750 | 4,945 ₹24,725 | 4,000 ₹20,000 | 2,000 ₹10,000 Lowest | 4,900 ₹24,500 | 2,000 ₹10,000 Lowest | 5,000 ₹25,000 |
| 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. | 0.25 | Cum | 6,305 ₹1,576.25 | 6,435 ₹1,608.75 | 6,428 ₹1,607 | 2,000 ₹500 | 1,960 ₹490 Lowest | 6,370 ₹1,592.5 | 1,960 ₹490 Lowest | 6,500 ₹1,625 |
| 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. | 7,698 | Each | 8 ₹61,584 | 8 ₹61,584 | 8 ₹61,584 | 9 ₹69,282 | 13 ₹1,00,074 | 11.5 ₹88,527 | 5.5 ₹42,339 Lowest | 9 ₹69,282 |
| 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 | 776 ₹7,760 | 792 ₹7,920 | 791 ₹7,910 | 500 ₹5,000 | 490 ₹4,900 Lowest | 784 ₹7,840 | 490 ₹4,900 Lowest | 800 ₹8,000 |
| 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 | 388 ₹11,640 | 396 ₹11,880 | 395 ₹11,850 | 200 ₹6,000 Lowest | 400 ₹12,000 | 392 ₹11,760 | 300 ₹9,000 | 400 ₹12,000 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
12 Mar 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
REPAIR REPLACEMENT MAINTENANCE AND IMPROVEMENT OF OLD UNSV CABLES POLES FPB PANELS ALLIED WORKS AND REPAIR REPLACEMENT IMPROVEMENT OF OLD UNSV ALUMINIUM WIRING MCB DBS EARTHING ETC OF VARIOUS UNITS UNDER AGE EM OF GE BENGDUBI
2026_MES_753426_1
8799/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹80,000
Yes
30 Mar 2026
19 Feb 2026
14 Mar 2026
19 Feb 2026
12 Mar 2026
5 Mar 2026
20 Feb 2026 - 26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 374.85 | Cum | - | - |
| 2 | 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. | 0.16 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 232.07 | Cum | - | - |
| 4 | 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. | 142.78 | Cum | - | - |
| 5 | 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. | 0.16 | Cum | - | - |
| 6 | 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. | 5 | Cum | - | - |
| 7 | 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. | 0.25 | Cum | - | - |
| 8 | 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. | 7,698 | Each | - | - |
| 9 | 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 | - | - |
| 10 | 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 | - | - |
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