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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC OPPOSITE GHOOM DRC PO GHOOM DISTT DARJEELING WB PIN 734 102 | DARJEELING | WEST BENGAL | 734102 | L1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L2₹10.1 L+₹11,684.67 (1.17%)Rejected-Finance | L2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L3₹10.2 L+₹16,423.12 (1.64%)Rejected-Finance | L3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L4₹10.3 L+₹25,244.93 (2.52%)Rejected-Finance | L4 | Rejected-Finance BEING L4 BIDDER | |
| 5 | L5₹10.3 L+₹29,001.25 (2.90%)Rejected-Finance | L5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | SANJAY KAUSHIK L9 | JALAPAHAR HARDWARE L4 | BHASKAR PRADHAN L2 | BIMAL BHATTRAI L5 | Damdoo Bhutia L1 | RAI CONSTRUCTION L3 | HIRA SINGH L7 | REEMA TAMANG AND SONS L6 | THUKKEPA & PANGDOK L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 65 | Sqm | 38.68 ₹2,514.2 | 40 ₹2,600 | 39 ₹2,535 | 41 ₹2,665 | 38 ₹2,470 | 37 ₹2,405 Lowest | 40 ₹2,600 | 39.24 ₹2,550.6 | 42 ₹2,730 |
| 2.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 30 | Cum | 332 ₹9,960 | 327 ₹9,810 Lowest | 334 ₹10,020 | 341 ₹10,230 | 330 ₹9,900 | 338 ₹10,140 | 343.19 ₹10,295.7 | 336 ₹10,080 | 339 ₹10,170 |
| 3.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. | 18 | Cum | 148 ₹2,664 | 147 ₹2,646 | 145 ₹2,610 | 139 ₹2,502 Lowest | 140 ₹2,520 | 142 ₹2,556 | 146 ₹2,628 | 144 ₹2,592 | 143 ₹2,574 |
| 4.00 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. | 21.75 | Cum | 314 ₹6,829.5 | 321 ₹6,981.75 | 317.12 ₹6,897.36 | 316 ₹6,873 | 310 ₹6,742.5 | 313 ₹6,807.75 | 319 ₹6,938.25 | 308 ₹6,699 Lowest | 323 ₹7,025.25 |
| 5.00 | M&L for PCC (1:4:8) type D2 ( using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge. | 2.5 | Cum | 6,687 ₹16,717.5 | 6,542 ₹16,355 Lowest | 6,718 ₹16,795 | 6,896 ₹17,240 | 6,600 ₹16,500 | 6,832 ₹17,080 | 6,814 ₹17,035 | 6,765.53 ₹16,913.83 | 6,938 ₹17,345 |
| 6.00 | M&L for brick work with fly ash bricks, straight or curved on plan exc 6m mean radius, built in in CM (1:6), complete all as specified and as directed by Engineer-in-charge. | 21.65 | Cum | 10,096 ₹2,18,578.4 | 10,126 ₹2,19,227.9 | 9,956 ₹2,15,547.4 | 9,992 ₹2,16,326.8 | 9,800 ₹2,12,170 Lowest | 10,018 ₹2,16,889.7 | 10,141 ₹2,19,552.65 | 10,074 ₹2,18,102.1 | 10,037.82 ₹2,17,318.8 |
| 7.00 | M&L for Formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter fair finished surface of concrete
flat complete all as per specified and as directed by Engineer-in-charge. | 10 | Sqm | 427 ₹4,270 | 436 ₹4,360 | 432 ₹4,320 | 430 ₹4,300 | 425 ₹4,250 | 429 ₹4,290 | 438 ₹4,380 | 421 ₹4,210 Lowest | 434 ₹4,340 |
| 8.00 | M&L for form work for side of pillars, posts, columns & similar works vertical or batter complete all as specified and as directed by Engineer-in-charge. | 18 | Sqm | 484 ₹8,712 | 487 ₹8,766 | 483.03 ₹8,694.54 | 480 ₹8,640 | 475 ₹8,550 | 472 ₹8,496 Lowest | 491 ₹8,838 | 486 ₹8,748 | 478 ₹8,604 |
| 9.00 | M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc., complete all as per specified and as directed by Engineer-in-charge. | 20 | Sqm | 507 ₹10,140 | 501 ₹10,020 Lowest | 512 ₹10,240 | 516 ₹10,320 | 505 ₹10,100 | 508.08 ₹10,161.6 | 514 ₹10,280 | 510 ₹10,200 | 519 ₹10,380 |
| 10.00 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), complete all as per specified and as directed by Engineer-in-charge. | 2 | Sqm | 519 ₹1,038 | 521 ₹1,042 | 518 ₹1,036 | 506 ₹1,012 Lowest | 510 ₹1,020 | 514 ₹1,028 | 523 ₹1,046 | 516 ₹1,032 | 512.31 ₹1,024.62 |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
29 Jul 2026, 6:00 pmClosed
AGE I DARJEELING
AGE I DARJEELING JALAPAHAR CANT DIST - DARJEELING
PROVN OF 01 X COVERED STORAGE SHED WITH HARDSTANDING NEAR BLDG NO P-43 (OFFICE) AT LEBONG UNDER AGE (I) DARJEELING
2026_MES_777045_1
8275/E8
Open Tender
Civil Works
Item Rate
180 days
LEBONG
AS PER NIT
9 documents required · 9 mandatory
₹500
AGE I DARJEELING
₹19,200
Yes
7 Aug 2026
7 Jul 2026
31 Jul 2026
7 Jul 2026
29 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 65 | Sqm | - | - |
| 2 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 30 | Cum | - | - |
| 3 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. | 18 | Cum | - | - |
| 4 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. | 21.75 | Cum | - | - |
| 5 | M&L for PCC (1:4:8) type D2 ( using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge. | 2.5 | Cum | - | - |
| 6 | M&L for brick work with fly ash bricks, straight or curved on plan exc 6m mean radius, built in in CM (1:6), complete all as specified and as directed by Engineer-in-charge. | 21.65 | Cum | - | - |
| 7 | M&L for Formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter fair finished surface of concrete
flat complete all as per specified and as directed by Engineer-in-charge. | 10 | Sqm | - | - |
| 8 | M&L for form work for side of pillars, posts, columns & similar works vertical or batter complete all as specified and as directed by Engineer-in-charge. | 18 | Sqm | - | - |
| 9 | M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc., complete all as per specified and as directed by Engineer-in-charge. | 20 | Sqm | - | - |
| 10 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), complete all as per specified and as directed by Engineer-in-charge. | 2 | Sqm | - | - |
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