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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.0 LAccepted-AOC BHANGARMATH THAKURANICHAWK PO SAMABAYPALLY BALLY HOWRAH 711205 | HOWRAH | HOWRAH | WEST BENGAL | 711205 | L1 | Accepted-AOC Due to L1 | |
| 2 | L2₹47.7 L+₹2.5 L (5.60%)Rejected-Finance 121004 | L2 | Rejected-Finance DUE TO L2 BIDDER | |
| 3 | L3₹47.8 L+₹2.6 L (5.80%)Rejected-Finance 165 UTTAR KASTODANGA ROAD KOLKATA 700 061 | KOLKATA | KOLKATA | WEST BENGAL | 700061 | L3 | Rejected-Finance DUE TO L3 BIDDER | |
| 4 | L4₹48.0 L+₹2.9 L (6.34%)Rejected-Finance 8 27 BEJOYGARH JADAVPUR KOLKATA 700 032 | KOLKATA | WEST BENGAL | 700032 | L4 | Rejected-Finance DUE TO L4 BIDDER | |
| 5 | L5₹48.8 L+₹3.6 L (8.06%)Rejected-Finance P 45 KHIRODE VIDYA BINOD AVENUE KOLKATA 700003 | KOLKATA | WEST BENGAL | 700003 | L5 | Rejected-Finance DUE TO L5 BIDDER |
| Sl No | Description | Qty | Unit | GHOSH ENTERPRISE L2 | MAZUMDER ENTERPRISE L4 | M/S S. K. SARKAR L7 | MS AP CONSTRUTION AND CO L3 | RAJ ENTERPRISE L6 | UNIVERSAL TRADING CENTRE L5 | MUKHERJEE ENTERPRISE L8 | DUTTA & DUTTA L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5 metre width and not exceeding 1.5 metre in depth in hard and dense soil and getting out complete all as specified and as directed. | 8 | Cum | 375 ₹3,000 | 378 ₹3,024 | 380 ₹3,040 | 368 ₹2,944 | 367 ₹2,936 | 385 ₹3,080 | 390 ₹3,120 | 360 ₹2,880 Lowest |
| 2.00 | Returning, filling in, including spreading, watering and well ramming in layers n. exc 25 cm thick in any type of soil complete all as specified and as directed. | 2 | Cum | 355 ₹710 | 358 ₹716 | 360 ₹720 | 348 ₹696 | 347 ₹694 | 365 ₹730 | 370 ₹740 | 340 ₹680 Lowest |
| 3.00 | Removing excavated material to a distance n exc 50M and deposited where directed at a level n. exc 1.5M above the starting point complete all as specified and as directed. | 6 | Cum | 295 ₹1,770 | 298 ₹1,788 | 300 ₹1,800 | 288 ₹1,728 | 287 ₹1,722 | 305 ₹1,830 | 310 ₹1,860 | 280 ₹1,680 Lowest |
| 4.00 | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and cm thick, watered and rammed to a true surface of broken stones complete all as specified and as directed. | 1 | Cum | 2,615 ₹2,615 | 2,618 ₹2,618 | 2,620 ₹2,620 | 2,608 ₹2,608 | 2,607 ₹2,607 | 2,625 ₹2,625 | 2,630 ₹2,630 | 2,600 ₹2,600 Lowest |
| 5.00 | M & L PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and directed. | 1 | Cum | 8,815 ₹8,815 | 8,818 ₹8,818 | 8,820 ₹8,820 | 8,808 ₹8,808 | 8,807 ₹8,807 | 8,825 ₹8,825 | 8,830 ₹8,830 | 8,800 ₹8,800 Lowest |
| 6.00 | Form work Use and waste to sides of concrete foundation, footing, bases of columns, plinth beam, side and soffits of plinth beam and similar works in vertical or to batter of fair finished surfaces complete all as specified and directed. | 9.6 | Sqm | 445 ₹4,272 | 448 ₹4,300.8 | 450 ₹4,320 | 438 ₹4,204.8 | 437 ₹4,195.2 | 455 ₹4,368 | 460 ₹4,416 | 430 ₹4,128 Lowest |
| 7.00 | Form Work Use and waste to sides of columns, pillars etc. of fair finished surfaces complete all as specified and directed. | 20 | Sqm | 445 ₹8,900 | 448 ₹8,960 | 450 ₹9,000 | 438 ₹8,760 | 437 ₹8,740 | 455 ₹9,100 | 460 ₹9,200 | 430 ₹8,600 Lowest |
| 8.00 | M&L for RCC (nominal mix ) type B1 1:2:4 (20 mm graded aggregate) in foundations, including rafts, footings, foundation beams ; plinth beams; bases for columns, etc ; basement slabs, under reamed piles and mass concrete complete all as specified and directed. | 3.5 | Cum | 7,515 ₹26,302.5 | 7,518 ₹26,313 | 7,520 ₹26,320 | 7,508 ₹26,278 | 7,507 ₹26,274.5 | 7,525 ₹26,337.5 | 7,530 ₹26,355 | 7,500 ₹26,250 Lowest |
| 9.00 | M&L for RCC (nominal mix ) type B1 1:2:4 (20 mm graded aggregate) in columns, pillars, piers, post and struts etc complete all as specified and directed. | 3.5 | Cum | 7,515 ₹26,302.5 | 7,518 ₹26,313 | 7,520 ₹26,320 | 7,508 ₹26,278 | 7,507 ₹26,274.5 | 7,525 ₹26,337.5 | 7,530 ₹26,355 | 7,500 ₹26,250 Lowest |
| 10.00 | S&F mild steel TMT bar 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, beam , slab etc hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clip complete all as specified and directed. | 650 | Kg | 105 ₹68,250 | 108 ₹70,200 | 110 ₹71,500 | 98 ₹63,700 | 97 ₹63,050 | 115 ₹74,750 | 120 ₹78,000 | 80 ₹52,000 Lowest |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
26 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GARRISON ENGINEER(FW) KOLKATA
D9, Commissariat Road, Hastings, Kol-22
ADDN/ALTN TO STEEL GATES AND CONNECTED WORKS TOWARDS O-2 MESS TO ASC HOUSE AND ASSOCIATE WORK INSIDE VIJAY DURG UNDER GE(VD) KOLKATA (SPECIAL WORK)
2026_MES_787915_1
8668/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER(FW) KOLKATA
AS PER NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER(FW) KOLKATA
₹85,000
4 Nov 2026
5 Sept 2026
28 Sept 2026
5 Sept 2026
26 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc 1.5 metre width and not exceeding 1.5 metre in depth in hard and dense soil and getting out complete all as specified and as directed. | 8 | Cum | - | - |
| 2 | Returning, filling in, including spreading, watering and well ramming in layers n. exc 25 cm thick in any type of soil complete all as specified and as directed. | 2 | Cum | - | - |
| 3 | Removing excavated material to a distance n exc 50M and deposited where directed at a level n. exc 1.5M above the starting point complete all as specified and as directed. | 6 | Cum | - | - |
| 4 | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and cm thick, watered and rammed to a true surface of broken stones complete all as specified and as directed. | 1 | Cum | - | - |
| 5 | M & L PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and directed. | 1 | Cum | - | - |
| 6 | Form work Use and waste to sides of concrete foundation, footing, bases of columns, plinth beam, side and soffits of plinth beam and similar works in vertical or to batter of fair finished surfaces complete all as specified and directed. | 9.6 | Sqm | - | - |
| 7 | Form Work Use and waste to sides of columns, pillars etc. of fair finished surfaces complete all as specified and directed. | 20 | Sqm | - | - |
| 8 | M&L for RCC (nominal mix ) type B1 1:2:4 (20 mm graded aggregate) in foundations, including rafts, footings, foundation beams ; plinth beams; bases for columns, etc ; basement slabs, under reamed piles and mass concrete complete all as specified and directed. | 3.5 | Cum | - | - |
| 9 | M&L for RCC (nominal mix ) type B1 1:2:4 (20 mm graded aggregate) in columns, pillars, piers, post and struts etc complete all as specified and directed. | 3.5 | Cum | - | - |
| 10 | S&F mild steel TMT bar 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, beam , slab etc hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clip complete all as specified and directed. | 650 | Kg | - | - |
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