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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.8 LAccepted-Finance BAGHAJATIN ROAD P O SILIGURI DIST DARJEELING PIN 734001 WB | DARJEELING | WEST BENGAL | 734001 | L1 | Accepted-Finance Lowest Bidder | |
| 2 | L2₹46.9 L+₹3.1 L (7.18%)Rejected-Finance 57 7 MEGHNAD SAHA SARANI SILIGURI DARJEELING WEST BENGAL 734 003 | DARJEELING | WEST BENGAL | 734003 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹48.0 L+₹4.2 L (9.62%)Rejected-Finance EAST VIVEKANANDA PALLY MANGAL PANDEY SARANI PO RABINDRA SARANI SILIGURI 734 006 WB | JALPAIGURI | WEST BENGAL | 734006 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹48.2 L+₹4.4 L (10.1%)Rejected-Finance SIMULBARI T E PO VILL SIMULBARI PS KURSEONG DIST DARJEELING PIN 734009 WEST BENGAL | SIMULBARI | DARJEELING | WEST BENGAL | 734009 | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹48.2 L+₹4.4 L (10.1%)Rejected-Finance VILL DANGAPARA NEAR SAHID BEDI PO RAHARAH PS KHARDAH KOLKATA 700 118 | 24 PARAGANAS NORTH | WEST BENGAL | 700118 | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | DAS AND GHOSH CONSTRUCTION L8 | R N SAH N CO L4 | MS ORIENT ENGINEERING WORKS L7 | PS ENTERPRISE L3 | SHANTI UDYOG L5 | M/S RANEN PAL L1 | M/s TRIMURTI ASSOCIATE L6 | SHIVALAYA ENTERPRISES L9 | Foothill Traders L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/ Loose soil complete all as specified and directed. | 25 | Sqm | 16 ₹400 | 15 ₹375 | 15 ₹375 | 15 ₹375 | 15 ₹375 | 12 ₹300 Lowest | 15 ₹375 | 13 ₹325 | 30 ₹750 |
| 2.00 | Excavation over areas not exceeding 1.5 M deep and getting out in Soft/ Loose Soil complete all as specified and directed. | 4.3 | Cum | 185 ₹795.5 | 175 ₹752.5 Lowest | 180 ₹774 | 185 ₹795.5 | 185 ₹795.5 | 180 ₹774 | 185 ₹795.5 | 190 ₹817 | 220 ₹946 |
| 3.00 | Excavation over areas exceeding 1.5 M and not exceeding 3 M deep and getting out in Soft/ Loose Soil complete all as specified and directed. | 4.2 | Cum | 279 ₹1,171.8 | 275 ₹1,155 | 262 ₹1,100.4 | 270 ₹1,134 | 250 ₹1,050 Lowest | 260 ₹1,092 | 265 ₹1,113 | 270 ₹1,134 | 260 ₹1,092 |
| 4.00 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in soft / loose soil complete all as specified and directed. | 59.77 | Cum | 290 ₹17,333.3 | 300 ₹17,931 | 282 ₹16,855.14 | 290 ₹17,333.3 | 280 ₹16,735.6 | 280 ₹16,735.6 | 285 ₹17,034.45 | 285 ₹17,034.45 | 245 ₹14,643.65 Lowest |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 19 | Cum | 130 ₹2,470 | 110 ₹2,090 | 122 ₹2,318 | 123 ₹2,337 | 90 ₹1,710 | 100 ₹1,900 | 125 ₹2,375 | 125 ₹2,375 | 50 ₹950 Lowest |
| 6.00 | Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in Soft/ Loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed. | 20 | Each | 130 ₹2,600 | 130 ₹2,600 | 122 ₹2,440 | 123 ₹2,460 | 110 ₹2,200 Lowest | 120 ₹2,400 | 125 ₹2,500 | 125 ₹2,500 | 120 ₹2,400 |
| 7.00 | Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | 58.3 | Cum | 168 ₹9,794.4 | 140 ₹8,162 | 162 ₹9,444.6 | 165 ₹9,619.5 | 170 ₹9,911 | 120 ₹6,996 Lowest | 165 ₹9,619.5 | 165 ₹9,619.5 | 130 ₹7,579 |
| 8.00 | M&L loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells using broken bricks complete all as specified and directed. | 10 | Cum | 4,700 ₹47,000 | 2,500 ₹25,000 | 4,600 ₹46,000 | 4,600 ₹46,000 | 4,510 ₹45,100 | 4,500 ₹45,000 | 4,510 ₹45,100 | 4,600 ₹46,000 | 1,670 ₹16,700 Lowest |
| 9.00 | M & L for Hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 2.5 | Cum | 1,950 ₹4,875 | 2,120 ₹5,300 | 1,860 ₹4,650 | 1,894 ₹4,735 | 1,840 ₹4,600 | 1,450 ₹3,625 Lowest | 1,855 ₹4,637.5 | 1,900 ₹4,750 | 2,250 ₹5,625 |
| 10.00 | M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 1.1 | Cum | 5,100 ₹5,610 | 4,850 ₹5,335 | 4,800 ₹5,280 | 4,700 ₹5,170 Lowest | 4,780 ₹5,258 | 4,800 ₹5,280 | 4,810 ₹5,291 | 4,900 ₹5,390 | 4,950 ₹5,445 |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
20 May 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
PROVN OF BOUNDARY WALL HARDSTANDING AND GRILL STEEL WORK NEAR CPC MI ROOM AND EXISTING SEWAGE SYSTEM DRAINAGE AND OTHER RELATED B/R WORKS AT BANA SINGH VIHAR UNDER AGE BR-II AND AGE B/R-I OF GE SUKNA AT MIL STN SUKNA
2026_MES_762665_1
GE Sukna/9058
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹84,000
9 Jun 2026
29 Apr 2026
22 May 2026
30 Apr 2026
20 May 2026
13 May 2026
30 Apr 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/ Loose soil complete all as specified and directed. | 25 | Sqm | - | - |
| 2 | Excavation over areas not exceeding 1.5 M deep and getting out in Soft/ Loose Soil complete all as specified and directed. | 4.3 | Cum | - | - |
| 3 | Excavation over areas exceeding 1.5 M and not exceeding 3 M deep and getting out in Soft/ Loose Soil complete all as specified and directed. | 4.2 | Cum | - | - |
| 4 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in soft / loose soil complete all as specified and directed. | 59.77 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 19 | Cum | - | - |
| 6 | Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in Soft/ Loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed. | 20 | Each | - | - |
| 7 | Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | 58.3 | Cum | - | - |
| 8 | M&L loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells using broken bricks complete all as specified and directed. | 10 | Cum | - | - |
| 9 | M & L for Hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 2.5 | Cum | - | - |
| 10 | M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 1.1 | Cum | - | - |
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