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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.1 LAccepted-Finance 30 HAREN MUKHERJEE ROAD HAKIMPARA SILIGURI 734 001 DARIEELING WB | DARJEELING | WEST BENGAL | 734001 | L1 | Accepted-Finance Lowest Bidder | |
| 2 | L2₹52.2 L+₹1.1 L (2.21%)Rejected-Finance HAKIMPARA NEAR PAKURTALA MORE SILIGURI 734 001 | DARJEELING | WEST BENGAL | 734001 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹52.5 L+₹1.4 L (2.82%)Rejected-Finance DESHBANDHUPARA PO SILIGURI TOWN DIST DARJEELING PIN 734004 | JALPAIGURI | WEST BENGAL | 734004 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹52.6 L+₹1.5 L (2.96%)Rejected-Finance 54 SATYEN BOSE ROAD DESHBANDHUPARA SILIGURI 734 004 | JALPAIGURI | WEST BENGAL | 734004 | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹52.6 L+₹1.5 L (2.99%)Rejected-Finance 45 9 6 BAGHAJATIN COLONY PO PRADHAN NAGAR SILIGURI 734 403 DIST DARJEELING WB | 734403 | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | R N SAH N CO L7 | M/S B B CONSTRUCTION L3 | MS ORIENT ENGINEERING WORKS L1 | G C DUTTA N CO L6 | M/S G S ASSOCIATES L4 | SHRI N.DAS L2 | D K SARKAR L8 | Jagatbandhu Enterprises L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 5.22 | Cum | 265 ₹1,383.3 | 158 ₹824.76 | 155 ₹809.1 | 162 ₹845.64 | 160 ₹835.2 | 155 ₹809.1 | 150 ₹783 Lowest | 150 ₹783 Lowest |
| 2.00 | 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. | 2.2 | Cum | 105 ₹231 | 108 ₹237.6 | 100 ₹220 Lowest | 112 ₹246.4 | 110 ₹242 | 107 ₹235.4 | 102 ₹224.4 | 105 ₹231 |
| 3.00 | 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. | 3.02 | Cum | 120 ₹362.4 Lowest | 125 ₹377.5 | 120 ₹362.4 Lowest | 124 ₹374.48 | 122 ₹368.44 | 123 ₹371.46 | 120 ₹362.4 Lowest | 120 ₹362.4 Lowest |
| 4.00 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 0.4 | Cum | 4,500 ₹1,800 | 3,500 ₹1,400 | 3,200 ₹1,280 | 3,240 ₹1,296 | 3,200 ₹1,280 | 3,070 ₹1,228 | 3,000 ₹1,200 Lowest | 3,000 ₹1,200 Lowest |
| 5.00 | M&L for Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in surface channels and drains, hardstanding including necessary form work complete all as specified and directed. | 4.1 | Cum | 4,700 ₹19,270 | 5,000 ₹20,500 | 4,800 ₹19,680 | 4,860 ₹19,926 | 4,800 ₹19,680 | 4,600 ₹18,860 | 4,890 ₹20,049 | 4,500 ₹18,450 Lowest |
| 6.00 | M&L PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in copings, bed plates, bed block for holdfasts, filling in pressed steel door frames, benching, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork complete all as specified and directed. | 0.2 | Cum | 5,150 ₹1,030 | 5,500 ₹1,100 | 5,200 ₹1,040 | 5,367 ₹1,073.4 | 5,300 ₹1,060 | 5,110 ₹1,022 | 5,500 ₹1,100 | 5,000 ₹1,000 Lowest |
| 7.00 | M&L Precast Reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in landing, cover slabs (for manholes etc), chullah hoods, chajja, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary forms, moulds etc. complete all as specified and as directed. | 0.4 | Cum | 5,550 ₹2,220 | 5,800 ₹2,320 | 5,650 ₹2,260 | 5,772 ₹2,308.8 | 5,700 ₹2,280 | 5,630 ₹2,252 | 5,500 ₹2,200 Lowest | 5,500 ₹2,200 Lowest |
| 8.00 | M&L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed. | 67.6 | RM | 60 ₹4,056 Lowest | 67 ₹4,529.2 | 65 ₹4,394 | 66 ₹4,461.6 | 65 ₹4,394 | 62 ₹4,191.2 | 60 ₹4,056 Lowest | 60 ₹4,056 Lowest |
| 9.00 | M&L PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in gap between roof sheets and brick wall, thickness of concrete bed exc. 5 cm and not exc.10 cm thick & width not exc. width of one brick thick wall including necessary scaffolding and formwork ht upto 7m complete all as specified and directed. | 67.6 | RM | 285 ₹19,266 | 300 ₹20,280 | 290 ₹19,604 | 294 ₹19,874.4 | 300 ₹20,280 | 276 ₹18,657.6 | 250 ₹16,900 Lowest | 270 ₹18,252 |
| 10.00 | M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan n.exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed. | 3 | Cum | 8,375 ₹25,125 | 3,300 ₹9,900 Lowest | 8,300 ₹24,900 | 8,424 ₹25,272 | 8,320 ₹24,960 | 8,500 ₹25,500 | 8,900 ₹26,700 | 8,300 ₹24,900 |
Tender Value
₹46 L
EMD Value
₹92,000
Closing Date
4 Aug 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
SPL REPAIR AND REPLCEMENTS UNSV OLD VINTAGE DISTRIBUTION CONTROL SYSTEM OF OTM ACCN AND BLDG NO SP 98 MAP CELL UNDER AGE B/R-II AND AGE E/M OF GE SUKNA AT MIL STN SUKNA
2026_MES_778233_1
GE Sukna/9051
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹92,000
10 Oct 2026
14 Jul 2026
6 Aug 2026
15 Jul 2026
4 Aug 2026
28 Jul 2026
15 Jul 2026 - 4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 5.22 | Cum | - | - |
| 2 | 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. | 2.2 | Cum | - | - |
| 3 | 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. | 3.02 | Cum | - | - |
| 4 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 0.4 | Cum | - | - |
| 5 | M&L for Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in surface channels and drains, hardstanding including necessary form work complete all as specified and directed. | 4.1 | Cum | - | - |
| 6 | M&L PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in copings, bed plates, bed block for holdfasts, filling in pressed steel door frames, benching, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork complete all as specified and directed. | 0.2 | Cum | - | - |
| 7 | M&L Precast Reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in landing, cover slabs (for manholes etc), chullah hoods, chajja, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary forms, moulds etc. complete all as specified and as directed. | 0.4 | Cum | - | - |
| 8 | M&L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed. | 67.6 | RM | - | - |
| 9 | M&L PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in gap between roof sheets and brick wall, thickness of concrete bed exc. 5 cm and not exc.10 cm thick & width not exc. width of one brick thick wall including necessary scaffolding and formwork ht upto 7m complete all as specified and directed. | 67.6 | RM | - | - |
| 10 | M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan n.exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed. | 3 | Cum | - | - |
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