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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance BANARHAT PO BANARHAT DIST JALPAIGURI PIN 735202 W B | JALPAIGURI | WEST BENGAL | 735202 | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 CrAdmitted-Finance BINDA JAYANTI BUILDING 31 SEVOKE ROAD SILIGURI PIN 734001 DIST DARJEELING | SILIGURI | DARJEELING | WEST BENGAL | 734001 | ₹2.2 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical WORK EXPERIENCE NOT ADEQUATE AS PER NIT AND OTHER DOCUMENTS CONNECTED TO TURNOVER NOT SUBMITTED |
| Sl No | Description | Qty | Unit | HARBHAJDAS AGARWAL L2 | GAJMER WORKS L1 |
|---|---|---|---|---|---|
| 1.00 | Surface dressing in soft /loose soil not exceeding 15cm deep and getting out soft loose soil complete all as specified and as directed. | 438.04 | SQM | 25 ₹10,951 | 26.9 ₹11,783.28 |
| 2.00 | Excavation in trenches exceeding 1.5 mtr wide and not exceeding 3 mtr in depth for foundation etc not exceeding 10 Sqm on plan and getting out in soft/loose soil complete all as specified and directed. | 22.92 | CUM | 400 ₹9,168 | 542 ₹12,422.64 |
| 3.00 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation or for shafts, well, cesspits, pier holes etc not exceeding 10 Sqm on plan and getting out in soft/loose soil complete all as specified and as directed. | 118.2 | CUM | 300 ₹35,460 | 383 ₹45,270.60 |
| 4.00 | Returning, filling in, including spreading leveling, watering and well ramming in layers not exceeding 25cm, soil complete all as specified and as directed. | 60.76 | CUM | 120 ₹7,291.20 | 1,974 ₹1.2 L |
| 5.00 | Excavating in post holes (or similar holes) in soft /loose soil each not exceeding 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance not exceeding 50m and making good the surface complete all as specified and as directed. | 930 | EACH | 250 ₹2.3 L | 259 ₹2.4 L |
| 6.00 | M&L for sand cushioning layer over sub base or under floors or foundation including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. | 12.72 | CUM | 1,500 ₹19,080 | 1,974 ₹25,109.28 |
| 7.00 | Removing surplus excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting points in soft/loose soil complete all as specified and as directed. | 146.47 | CUM | 140 ₹20,505.80 | 320 ₹46,870.40 |
| 8.00 | M&L for broken stone or boulders hardcore of (for plinth protection )gauge exceeding 63mm but not exc. 100 mm, deposited spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed. | 8.72 | CUM | 2,500 ₹21,800 | 2,070 ₹18,050.40 |
| 9.00 | M & L for PCC(1:3:6) type C-2(using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete of above ground level of steel pole, complete all as specified and directed by Engineer-in-charge. | 200.88 | CUM | 5,000 ₹10.0 L | 3,800 ₹7.6 L |
| 10.00 | M&L for PCC (1:4:8) type D-2 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. | 8.34 | CUM | 4,800 ₹40,032 | 5,483 ₹45,728.22 |
Updated dates
Tender Value
₹2.1 Cr
EMD Value
₹2.9 L
Closing Date
22 May 2026, 6:00 pmClosed
CWE BINNAGURI
HQ CWE BINNAGURI, BINNAGURI CANTT, JALPAIGURI, WEST BENGAL, PIN-735232
PROVN OF SECURITY FENCE, WATCH TOWER AND GATE AT CHAKCHAKA SMALL ARMS FIRING RANGE IN COOCH BEHAR
2026_MES_760714_1
8360/E8
Open Tender
Civil Works
180 days
GE SOUTH BINNAGURI
AS PER NIT
8 documents required · 8 mandatory
₹2,000
GE SOUTH BINNAGURI
₹2.9 L
Yes
27 Jun 2026
17 Apr 2026
25 May 2026
17 Apr 2026
22 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface dressing in soft /loose soil not exceeding 15cm deep and getting out soft loose soil complete all as specified and as directed. | - | SQM | - | - | |
Excavation in trenches exceeding 1.5 mtr wide and not exceeding 3 mtr in depth for foundation etc not exceeding 10 Sqm on plan and getting out in soft/loose soil complete all as specified and directed. | - | CUM | - | - | |
Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation or for shafts, well, cesspits, pier holes etc not exceeding 10 Sqm on plan and getting out in soft/loose soil complete all as specified and as directed. | - | CUM | - | - | |
Returning, filling in, including spreading leveling, watering and well ramming in layers not exceeding 25cm, soil complete all as specified and as directed. | - | CUM | - | - | |
Excavating in post holes (or similar holes) in soft /loose soil each not exceeding 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance not exceeding 50m and making good the surface complete all as specified and as directed. | - | EACH | - | - | |
M&L for sand cushioning layer over sub base or under floors or foundation including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. | - | CUM | - | - | |
Removing surplus excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting points in soft/loose soil complete all as specified and as directed. | - | CUM | - | - | |
M&L for broken stone or boulders hardcore of (for plinth protection )gauge exceeding 63mm but not exc. 100 mm, deposited spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed. | - | CUM | - | - | |
M&L for broken stone or boulders hardcore of (for plinth protection )gauge not exceeding 63 mm, deposited spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and as directed. | - | CUM | - | - | |
Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and as directed. | - | SQM | - | - |
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