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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.6 LAccepted-Finance 75 VIDYAPITH ROAD DESHBANDHU PARA SOUTH PO SILIGURI TOWN DIST DARJEELING WB PIN 734004 WB | JALPAIGURI | WEST BENGAL | 734004 | L1 | Accepted-Finance Lowest Bidder | |
| 2 | L2₹35.5 L+₹1.8 L (5.45%)Rejected-Finance RATNA RAJ BUILDING 1ST FLOOR 262 BIDHAN ROAD OPP TERA HOTEL PO SILIGURI 734001 DIST DARJEELING WB | JALPAIGURI | WEST BENGAL | 734001 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹36.4 L+₹2.8 L (8.30%)Rejected-Finance VIVEKANANDA PALLY UPPER BAGDOGRA PO PS BAGDOGRA DARJEELING WEST BENGAL 734 014 | DARJEELING | WEST BENGAL | 734014 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹49.5 L+₹15.8 L (47.0%)Rejected-Finance 57 7 MEGHNAD SAHA SARANI SILIGURI DARJEELING WEST BENGAL 734 003 | DARJEELING | WEST BENGAL | 734003 | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹49.7 L+₹16.1 L (47.8%)Rejected-Finance SWAMIJI SARANI HAKIMPARA P O SILIGURI 734001 DIST DARJEELING WB | JALPAIGURI | WEST BENGAL | 734001 | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | DAS AND GHOSH CONSTRUCTION L7 | S D CONSTRUCTION CO L5 | M/S DAWN ELECTRICAL INDUSTRIES L10 | M/S G S ASSOCIATES L6 | ENGINEERING AND CONSTRUCTION CO. L2 | ELECTRO WIR WAY L8 | SHRI ARUN BHATTACHERJEE L1 | PAUL CONSTRUCTION L9 | Foothill Traders L4 | GANAPATI TRADING L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches in soft/loose soil not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide for laying of cable and erection of poles all as specified and directed at site. | 230 | Cum | 292 ₹67,160 | 285 ₹65,550 | 288 ₹66,240 | 290 ₹66,700 | 70 ₹16,100 Lowest | 300 ₹69,000 | 155 ₹35,650 | 180 ₹41,400 | 250 ₹57,500 | 90 ₹20,700 |
| 2.00 | Excavation in trenches in soft/disintegrated rocks soil exceeding 1.5 mtr deep but not exceeding 3 mtr for erection of poles all as specified and directed at site. | 0.3 | Cum | 350 ₹105 | 328 ₹98.4 | 330 ₹99 | 320 ₹96 | 150 ₹45 Lowest | 330 ₹99 | 215 ₹64.5 | 250 ₹75 | 330 ₹99 | 250 ₹75 |
| 3.00 | Removing excavated material n.exceeding 50 m and depositing at a level n.exc 1.5 m above the starting point all as specified & directed by Engineer-in - Charge. | 75 | Cum | 190 ₹14,250 | 179 ₹13,425 | 180 ₹13,500 | 180 ₹13,500 | 60 ₹4,500 Lowest | 180 ₹13,500 | 120 ₹9,000 | 140 ₹10,500 | 190 ₹14,250 | 80 ₹6,000 |
| 4.00 | Returning, filling in including spreading, leveling, watering and well ramming excavated soft/loose soil in layers , all as specified and directed at site | 140 | Cum | 155 ₹21,700 | 147 ₹20,580 | 146 ₹20,440 | 150 ₹21,000 | 50 ₹7,000 Lowest | 150 ₹21,000 | 95 ₹13,300 | 120 ₹16,800 | 160 ₹22,400 | 70 ₹9,800 |
| 5.00 | M&L for sand cushioning to under ground cable using locally available fine clean dry river sand over,under ground UG cable laid in treches and gently punning to cushioning to cable complete all as directed by Engineer-in-Charge. Note : For the purpose of payment only punned thickness will be measured. | 68 | Cum | 1,162 ₹79,016 | 1,155 ₹78,540 | 1,155 ₹78,540 | 1,160 ₹78,880 | 700 ₹47,600 Lowest | 1,200 ₹81,600 | 750 ₹51,000 | 1,050 ₹71,400 | 1,180 ₹80,240 | 800 ₹54,400 |
| 6.00 | M&L for brick protection cover of size 230x115x75 mm to LT underground cables with sub class 'B' over burnt brick, (locally available best quality), laid dry and flat abutting each other with gaps not exceeding 10mm complete all as specified and directed. | 6 | Per 1000 No | 13,000 ₹78,000 | 12,510 ₹75,060 | 12,510 ₹75,060 | 12,510 ₹75,060 | 10,000 ₹60,000 | 13,000 ₹78,000 | 8,100 ₹48,600 Lowest | 12,000 ₹72,000 | 12,250 ₹73,500 | 12,500 ₹75,000 |
| 7.00 | M&L Plain cement concrete 1:2:4, type B-1( using 20mm graded crushed stone aggregate ) as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified. | 5 | Cum | 7,300 ₹36,500 | 6,810 ₹34,050 | 6,810 ₹34,050 | 6,780 ₹33,900 | 6,000 ₹30,000 | 6,900 ₹34,500 | 4,800 ₹24,000 Lowest | 7,500 ₹37,500 | 6,990 ₹34,950 | 6,100 ₹30,500 |
| 8.00 | M & L for plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate in foundation of pole / strut etc including necessary form work all as specified and directed by Engineer-in-Charge. | 1 | Cum | 5,700 ₹5,700 | 5,305 ₹5,305 | 5,310 ₹5,310 | 5,290 ₹5,290 | 4,500 ₹4,500 | 5,400 ₹5,400 | 3,700 ₹3,700 Lowest | 5,600 ₹5,600 | 5,500 ₹5,500 | 4,800 ₹4,800 |
| 9.00 | Supply and fixing in repair of GI tubing light grade 40mm dia for protection of cable on pole , under road crossing or across drain , along electric pole or floor /wall complete all as specified and directed . | 36 | RM | 492 ₹17,712 | 485 ₹17,460 | 488 ₹17,568 | 500 ₹18,000 | 440 ₹15,840 | 500 ₹18,000 | 415 ₹14,940 Lowest | 510 ₹18,360 | 500 ₹18,000 | 430 ₹15,480 |
| 10.00 | Boring/Drilling (horizontally) manually under min 0.5 to 2 m deep in soil below existing road suitable for passing GI tubing of 40 to 80 mm bore complete all as specified. | 18 | RM | 531 ₹9,558 | 530 ₹9,540 | 530 ₹9,540 | 523 ₹9,414 | 300 ₹5,400 Lowest | 530 ₹9,540 | 550 ₹9,900 | 650 ₹11,700 | 540 ₹9,720 | 520 ₹9,360 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
7 Aug 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
REPAIR/ MAINT AND REPLACEMENT OF OLD VINTAGE GARDEN LIGHT, POST TOP LANTERN, BOLLARD LIGHT, SOLAR LIGHT AND HIGH MAST LIGHT AND ALLIED WORKS UNDER AGE E/M OF GE SUKNA AT MIL STN SUKNA
2026_MES_779189_1
GE Sukna/9165
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹90,000
Yes
9 Oct 2026
17 Jul 2026
10 Aug 2026
18 Jul 2026
7 Aug 2026
31 Jul 2026
18 Jul 2026 - 7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches in soft/loose soil not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide for laying of cable and erection of poles all as specified and directed at site. | 230 | Cum | - | - |
| 2 | Excavation in trenches in soft/disintegrated rocks soil exceeding 1.5 mtr deep but not exceeding 3 mtr for erection of poles all as specified and directed at site. | 0.3 | Cum | - | - |
| 3 | Removing excavated material n.exceeding 50 m and depositing at a level n.exc 1.5 m above the starting point all as specified & directed by Engineer-in - Charge. | 75 | Cum | - | - |
| 4 | Returning, filling in including spreading, leveling, watering and well ramming excavated soft/loose soil in layers , all as specified and directed at site | 140 | Cum | - | - |
| 5 | M&L for sand cushioning to under ground cable using locally available fine clean dry river sand over,under ground UG cable laid in treches and gently punning to cushioning to cable complete all as directed by Engineer-in-Charge. Note : For the purpose of payment only punned thickness will be measured. | 68 | Cum | - | - |
| 6 | M&L for brick protection cover of size 230x115x75 mm to LT underground cables with sub class 'B' over burnt brick, (locally available best quality), laid dry and flat abutting each other with gaps not exceeding 10mm complete all as specified and directed. | 6 | Per 1000 No | - | - |
| 7 | M&L Plain cement concrete 1:2:4, type B-1( using 20mm graded crushed stone aggregate ) as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified. | 5 | Cum | - | - |
| 8 | M & L for plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate in foundation of pole / strut etc including necessary form work all as specified and directed by Engineer-in-Charge. | 1 | Cum | - | - |
| 9 | Supply and fixing in repair of GI tubing light grade 40mm dia for protection of cable on pole , under road crossing or across drain , along electric pole or floor /wall complete all as specified and directed . | 36 | RM | - | - |
| 10 | Boring/Drilling (horizontally) manually under min 0.5 to 2 m deep in soil below existing road suitable for passing GI tubing of 40 to 80 mm bore complete all as specified. | 18 | RM | - | - |
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