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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-AOC | L1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L2₹9.9 L+₹6,293.20 (0.64%)Rejected-Finance | L2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L3₹9.9 L+₹11,003.20 (1.12%)Rejected-Finance | L3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L4₹9.9 L+₹12,043.80 (1.23%)Rejected-Finance | L4 | Rejected-Finance BEING L4 BIDDER | |
| 5 | L5₹9.9 L+₹15,138.50 (1.55%)Rejected-Finance | L5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | JALAPAHAR HARDWARE L2 | SANJAY KAUSHIK L7 | TSHERING WANGYAL BHUTIA L5 | HIRA SINGH L6 | THUKKEPA & PANGDOK L4 | BIMAL BHATTRAI L3 | RAI CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as per specified and as directed by Engineer-in-charge. | 75 | Cum | 1,372 ₹1,02,900 | 1,365 ₹1,02,375 | 1,370 ₹1,02,750 | 1,370 ₹1,02,750 | 1,395 ₹1,04,625 | 1,360 ₹1,02,000 Lowest | 1,365 ₹1,02,375 |
| 2.00 | M&L for walling of random rubble, uncoursed, well bounded, bedded and solidly hearted, built in cement mortar (1:6) complete all as per specified and as directed by Engineer-in-charge. | 75 | Cum | 6,830 ₹5,12,250 | 6,840 ₹5,13,000 | 6,856 ₹5,14,200 | 6,822 ₹5,11,650 | 6,890 ₹5,16,750 | 6,835 ₹5,12,625 | 6,820 ₹5,11,500 Lowest |
| 3.00 | Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge. | 75 | Sqm | 106 ₹7,950 | 107 ₹8,025 | 90 ₹6,750 Lowest | 102 ₹7,650 | 100 ₹7,500 | 102 ₹7,650 | 106 ₹7,950 |
| 4.00 | M&L 10 mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces and finished the surface even & smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. | 75 | Sqm | 342 ₹25,650 | 380 ₹28,500 | 385 ₹28,875 | 332 ₹24,900 Lowest | 338 ₹25,350 | 335 ₹25,125 | 333 ₹24,975 |
| 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. | 75 | Sqm | 358 ₹26,850 | 390 ₹29,250 | 400 ₹30,000 | 360 ₹27,000 | 366 ₹27,450 | 355 ₹26,625 | 350 ₹26,250 Lowest |
| 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. | 2.5 | Cum | 9,850 ₹24,625 | 9,835 ₹24,587.5 | 9,850 ₹24,625 | 9,828 ₹24,570 | 9,838 ₹24,595 | 9,825 ₹24,562.5 | 9,820 ₹24,550 Lowest |
| 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. | 72 | RM | 360 ₹25,920 | 357 ₹25,704 | 370 ₹26,640 | 358 ₹25,776 | 357 ₹25,704 | 350 ₹25,200 Lowest | 353 ₹25,416 |
| 8.00 | Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick, watering, ramming / rolling and finishing to required size, shape, etc. exc. 1.5m high but not exc. 3m high from base, complete all as per specified and as directed by Engineer-in-charge. | 15 | Cum | 342 ₹5,130 | 360 ₹5,400 | 380 ₹5,700 | 340 ₹5,100 | 358 ₹5,370 | 338 ₹5,070 | 335 ₹5,025 Lowest |
| 9.00 | 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. | 5.6 | Per 10 Sqm | 3,240 ₹18,144 | 3,255 ₹18,228 | 3,260 ₹18,256 | 3,250 ₹18,200 | 3,258 ₹18,244.8 | 3,240 ₹18,144 | 3,215 ₹18,004 Lowest |
| 10.00 | 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. | 72 | Sqm | 46 ₹3,312 | 40.1 ₹2,887.2 | 39.75 ₹2,862 | 44 ₹3,168 | 39.5 ₹2,844 Lowest | 40.1 ₹2,887.2 | 40 ₹2,880 |
Tender Value
₹9.1 L
EMD Value
₹18,200
Closing Date
30 Apr 2026, 6:00 pmClosed
AGE I DARJEELING
AGE I DARJEELING JALAPAHAR CANT DIST - DARJEELING
REPAIR TO RETAINING WALL AND CULVERT AT JALAPAHAR AND KATAPAHAR AREA UNDER AGE (I) DARJEELING
2026_MES_759988_1
8226/E8
Open Tender
Civil Works
Item Rate
180 days
JALAPAHAR AND KATAPAHAR
AS PER NIT
9 documents required · 9 mandatory
₹500
AGE I DARJEELING
₹18,200
Yes
3 Jun 2026
11 Apr 2026
2 May 2026
11 Apr 2026
30 Apr 2026
25 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as per specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| 2 | M&L for walling of random rubble, uncoursed, well bounded, bedded and solidly hearted, built in cement mortar (1:6) complete all as per specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| 3 | Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge. | - | Sqm | - | - |
| 4 | M&L 10 mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces and finished the surface even & smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. | - | Sqm | - | - |
| 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. | - | 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. | - | 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. | - | RM | - | - |
| 8 | Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick, watering, ramming / rolling and finishing to required size, shape, etc. exc. 1.5m high but not exc. 3m high from base, complete all as per specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| 9 | 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. | - | Per 10 Sqm | - | - |
| 10 | 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. | - | Sqm | - | - |
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