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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC DARJEELING DHOTREY FOREST BANSBOTAY DARJEELING P S DARJEELING DHOTREY FOREST BANSBOTAY DARJEELING P S DARJEELING DARJEELING WEST BENGAL 734201 | DARJEELING | WEST BENGAL | 734201 | ₹9.3 L | L1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER |
| 2 | L2₹9.9 L+₹56,077.99 (6.01%)Rejected-Finance | ₹9.9 L+₹56,077.99 (6.01%) | L2 | Rejected-Finance BEING L2 BIDDER |
| 3 | L3₹10.1 L+₹74,629.82 (8.00%)Rejected-Finance | ₹10.1 L+₹74,629.82 (8.00%) | L3 | Rejected-Finance BEING L3 BIDDER |
| 4 | L4₹10.3 L+₹93,371.90 (10.0%)Rejected-Finance | ₹10.3 L+₹93,371.90 (10.0%) | L4 | Rejected-Finance BEING L4 BIDDER |
| 5 | L5₹10.4 L+₹1.1 L (11.9%)Rejected-Finance | ₹10.4 L+₹1.1 L (11.9%) | L5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | SANJAY KAUSHIK L4 | JALAPAHAR HARDWARE L8 | YADAV CHETTRI L2 | HIRA SINGH L7 | TSHERING WANGYAL BHUTIA L5 | REEMA TAMANG AND SONS L1 | RAI CONSTRUCTION L6 | BHASKAR PRADHAN L3 | THUKKEPA & PANGDOK L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 65 | Cum | 418 ₹27,170 | 437 ₹28,405 | 403 ₹26,195 | 433 ₹28,145 | 425.23 ₹27,639.95 | 380 ₹24,700 Lowest | 429 ₹27,885 | 410 ₹26,650 | 445 ₹28,925 |
| 2.00 | Excavation in trenches not exc. 1.5M wide and exc.1.5M & upto 3.0 Mtr in depth for foundation of stay/ pole and etc and getting out in hard/dense soil, complete all as per specified and as directed by Engineer-in-charge. | 25 | Cum | 638 ₹15,950 | 667 ₹16,675 | 615 ₹15,375 | 661 ₹16,525 | 651 ₹16,275 | 580 ₹14,500 Lowest | 655 ₹16,375 | 626 ₹15,650 | 679 ₹16,975 |
| 3.00 | M&L for PCC 1:4:8 type D2 using 40mm graded aggregate as in foundation, parapet, filling and mass concrete, complete all as per specified and as directed by Engineer-in-charge. | 15.75 | Cum | 8,601 ₹1,35,465.75 | 8,992 ₹1,41,624 | 8,288 ₹1,30,536 | 8,914 ₹1,40,395.5 | 8,757.45 ₹1,37,929.84 | 7,819 ₹1,23,149.25 Lowest | 8,835 ₹1,39,151.25 | 8,445 ₹1,33,008.75 | 9,148 ₹1,44,081 |
| 4.00 | M&L for walling of stone masonry random rubble, uncoursed well bonded, bedded and solidly hearted built in CM 1:6 complete all as specified and as directed by Engineer-in-charge. | 89.76 | Cum | 7,590 ₹6,81,278.4 | 7,935 ₹7,12,245.6 | 7,314 ₹6,56,504.64 | 7,866 ₹7,06,052.16 | 7,733 ₹6,94,114.08 | 6,900 ₹6,19,344 Lowest | 7,797 ₹6,99,858.72 | 7,452 ₹6,68,891.52 | 8,073 ₹7,24,632.48 |
| 5.00 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses (Hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc. 40 mm) complete all as per specified and as directed by Engineer-in-charge. | 63 | Sqm | 402 ₹25,326 | 420 ₹26,460 | 387 ₹24,381 | 416 ₹26,208 | 400.03 ₹25,201.89 | 365 ₹22,995 Lowest | 412 ₹25,956 | 394 ₹24,822 | 427 ₹26,901 |
| 6.00 | M&L for PCC 1:3:6 type C-1 (20mm graded stone aggregate) as in bond stone and coping, complete all as per specified and as directed by Engineer-in-charge. | 5.16 | Cum | 10,450 ₹53,922 | 10,925 ₹56,373 | 10,070 ₹51,961.2 | 10,830 ₹55,882.8 | 10,630 ₹54,850.8 | 9,500 ₹49,020 Lowest | 10,735 ₹55,392.6 | 10,260 ₹52,941.6 | 11,115 ₹57,353.4 |
| 7.00 | Suppy only PVC pipe of 110/100mm dia as in weep hole, complete all as per specified and as directed by Engineer-in-charge. | 40 | RM | 341 ₹13,640 | 357 ₹14,280 | 329 ₹13,160 | 353 ₹14,120 | 347 ₹13,880 | 310 ₹12,400 Lowest | 350 ₹14,000 | 335 ₹13,400 | 363 ₹14,520 |
| 8.00 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge. | 6.3 | Per 10 Sqm | 3,520 ₹22,176 | 3,680 ₹23,184 | 3,392 ₹21,369.6 | 3,648 ₹22,982.4 | 3,584 ₹22,579.2 | 3,200 ₹20,160 Lowest | 3,616 ₹22,780.8 | 3,456 ₹21,772.8 | 3,744 ₹23,587.2 |
| 9.00 | M&L preparation of new plastered/pointing surface of wall and applying two coat of white wash, complete all as per specified and as directed by Engineer-in-charge. | 63 | Sqm | 28 ₹1,764 | 29 ₹1,827 | 27 ₹1,701 | 29 ₹1,827 | 20 ₹1,260 Lowest | 25 ₹1,575 | 28 ₹1,764 | 27 ₹1,701 | 29 ₹1,827 |
| 10.00 | M&L PCC (1:3:6) type C2 (40 mm graded aggregate ) in surface chanel and drain, complete all as per specified and as directed by Engineer-in-charge. | 0.9 | Cum | 9,020 ₹8,118 | 9,430 ₹8,487 | 8,692 ₹7,822.8 | 9,348 ₹8,413.2 | 9,184 ₹8,265.6 | 8,200 ₹7,380 Lowest | 9,266 ₹8,339.4 | 8,856 ₹7,970.4 | 9,594 ₹8,634.6 |
Tender Value
₹9.6 L
EMD Value
₹19,220
Closing Date
13 Aug 2026, 6:00 pmClosed
AGE I DARJEELING
AGE I DARJEELING JALAPAHAR CANT DIST - DARJEELING
PROVN OF RETAINING WALL OF BACKSIDE OF BLDG NO P-90 AT LEBONG UNDER AGE (I) DARJEELING
2026_MES_777072_1
8252/E8
Open Tender
Civil Works
Item Rate
180 days
LEBONG
AS PER NIT
9 documents required · 9 mandatory
₹500
AGE I DARJEELING
₹19,220
Yes
20 Aug 2026
7 Jul 2026
15 Aug 2026
7 Jul 2026
13 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 65 | Cum | - | - |
| 2 | Excavation in trenches not exc. 1.5M wide and exc.1.5M & upto 3.0 Mtr in depth for foundation of stay/ pole and etc and getting out in hard/dense soil, complete all as per specified and as directed by Engineer-in-charge. | 25 | Cum | - | - |
| 3 | M&L for PCC 1:4:8 type D2 using 40mm graded aggregate as in foundation, parapet, filling and mass concrete, complete all as per specified and as directed by Engineer-in-charge. | 15.75 | Cum | - | - |
| 4 | M&L for walling of stone masonry random rubble, uncoursed well bonded, bedded and solidly hearted built in CM 1:6 complete all as specified and as directed by Engineer-in-charge. | 89.76 | Cum | - | - |
| 5 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses (Hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc. 40 mm) complete all as per specified and as directed by Engineer-in-charge. | 63 | Sqm | - | - |
| 6 | M&L for PCC 1:3:6 type C-1 (20mm graded stone aggregate) as in bond stone and coping, complete all as per specified and as directed by Engineer-in-charge. | 5.16 | Cum | - | - |
| 7 | Suppy only PVC pipe of 110/100mm dia as in weep hole, complete all as per specified and as directed by Engineer-in-charge. | 40 | RM | - | - |
| 8 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge. | 6.3 | Per 10 Sqm | - | - |
| 9 | M&L preparation of new plastered/pointing surface of wall and applying two coat of white wash, complete all as per specified and as directed by Engineer-in-charge. | 63 | Sqm | - | - |
| 10 | M&L PCC (1:3:6) type C2 (40 mm graded aggregate ) in surface chanel and drain, complete all as per specified and as directed by Engineer-in-charge. | 0.9 | Cum | - | - |
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