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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAccepted-Finance JYOTIRMAY COLONY WARD NO 32 P O SILIGURI BAZAR P S BHAKTINAGAR SILIGURI JALPAIGURI 734005 | SILIGURI | JALPAIGURI | WEST BENGAL | 734005 | ₹36.4 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹45.0 L+₹8.6 L (23.6%)Rejected-Finance RATNA RAJ BUILDING 1ST FLOOR 262 BIDHAN ROAD OPP TERA HOTEL PO SILIGURI 734001 DIST DARJEELING WB | JALPAIGURI | WEST BENGAL | 734001 | ₹45.0 L+₹8.6 L (23.6%) | L2 | Rejected-Finance Not Lowest Bidder |
| 3 | L3₹49.6 L+₹13.2 L (36.3%)Rejected-Finance RABINDRA NAGAR P O RABINDRA SARANI SILIGURI 734 006 DIST DARJEELING W B | JALPAIGURI | WEST BENGAL | 734006 | ₹49.6 L+₹13.2 L (36.3%) | L3 | Rejected-Finance Not Lowest Bidder |
| 4 | L4₹49.7 L+₹13.3 L (36.5%)Rejected-Finance 45 9 6 BAGHAJATIN COLONY PO PRADHAN NAGAR SILIGURI 734 403 DIST DARJEELING WB | 734403 | ₹49.7 L+₹13.3 L (36.5%) | L4 | Rejected-Finance Not Lowest Bidder |
| 5 | L5₹49.8 L+₹13.4 L (36.8%)Rejected-Finance KHAPRAIL BAZAR PO NEW CHAMTA DIST DARJEELING WEST BENGAL PIN 734 009 | DARJEELING | DARJEELING | WEST BENGAL | 734009 | ₹49.8 L+₹13.4 L (36.8%) | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | R N SAH N CO L11 | M/S A C PAUL L9 | Embee associates L10 | M/S DAWN ELECTRICAL INDUSTRIES L3 | ENGINEERING AND CONSTRUCTION CO. L2 | M/S ASHRAFI CONSTRUCTION L8 | Janata Enterprises L7 | G C DUTTA N CO L6 | M/S. KARMAKAR ENGINEERING COMPANY L1 | Jagatbandhu Enterprises L4 | D K SARKAR L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 800 | Sqm | 25 ₹20,000 | 30 ₹24,000 | 28 ₹22,400 | 28 ₹22,400 | 25 ₹20,000 | 35 ₹28,000 | 35 ₹28,000 | 28 ₹22,400 | 11 ₹8,800 Lowest | 28 ₹22,400 | 25 ₹20,000 |
| 2.00 | 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. | 540 | Cum | 240 ₹1,29,600 | 239 ₹1,29,060 | 250 ₹1,35,000 | 246 ₹1,32,840 | 80 ₹43,200 Lowest | 255 ₹1,37,700 | 400 ₹2,16,000 | 251 ₹1,35,540 | 120 ₹64,800 | 254 ₹1,37,160 | 242 ₹1,30,680 |
| 3.00 | Excavation in trenches not exc. 1.50 m wide and exc. 1.50 m in depth but not exc. 3.00 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. | 0.2 | Cum | 290 ₹58 | 148 ₹29.6 Lowest | 155 ₹31 | 156 ₹31.2 | 200 ₹40 | 150 ₹30 | 155 ₹31 | 159 ₹31.8 | 170 ₹34 | 161 ₹32.2 | 160 ₹32 |
| 4.00 | 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. | 315 | Cum | 105 ₹33,075 | 48 ₹15,120 | 65 ₹20,475 | 55 ₹17,325 | 50 ₹15,750 | 60 ₹18,900 | 50 ₹15,750 | 52 ₹16,380 | 75 ₹23,625 | 52 ₹16,380 | 42 ₹13,230 Lowest |
| 5.00 | 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. | 190 | Cum | 115 ₹21,850 | 127 ₹24,130 | 125 ₹23,750 | 135 ₹25,650 | 60 ₹11,400 Lowest | 145 ₹27,550 | 130 ₹24,700 | 133 ₹25,270 | 85 ₹16,150 | 135 ₹25,650 | 128 ₹24,320 |
| 6.00 | 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. | 15 | Cum | 1,975 ₹29,625 | 2,237 ₹33,555 | 2,260 ₹33,900 | 2,200 ₹33,000 | 2,200 ₹33,000 | 2,200 ₹33,000 | 2,250 ₹33,750 | 2,299 ₹34,485 | 1,100 ₹16,500 Lowest | 2,333 ₹34,995 | 2,300 ₹34,500 |
| 7.00 | 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 | Cum | 4,780 ₹4,780 | 4,835 ₹4,835 | 5,000 ₹5,000 | 4,900 ₹4,900 | 6,000 ₹6,000 | 5,250 ₹5,250 | 4,950 ₹4,950 | 5,057 ₹5,057 | 3,900 ₹3,900 Lowest | 5,133 ₹5,133 | 4,825 ₹4,825 |
| 8.00 | 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. | 5 | Cum | 4,575 ₹22,875 | 4,525 ₹22,625 | 4,900 ₹24,500 | 4,600 ₹23,000 | 5,000 ₹25,000 | 4,900 ₹24,500 | 4,650 ₹23,250 | 4,750 ₹23,750 | 3,000 ₹15,000 Lowest | 4,822 ₹24,110 | 4,500 ₹22,500 |
| 9.00 | M&L 75 mm thick, PCC 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in Path / Paving etc complete all as specified and directed. | 100 | SQM | 390 ₹39,000 | 353 ₹35,300 | 380 ₹38,000 | 380 ₹38,000 | 430 ₹43,000 | 380 ₹38,000 | 375 ₹37,500 | 384 ₹38,400 | 280 ₹28,000 Lowest | 389 ₹38,900 | 368 ₹36,800 |
| 10.00 | M& L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as specified and directed. | 200 | Sqm | 1,090 ₹2,18,000 | 1,337 ₹2,67,400 | 1,400 ₹2,80,000 | 1,330 ₹2,66,000 | 1,100 ₹2,20,000 | 1,330 ₹2,66,000 | 1,325 ₹2,65,000 | 1,354 ₹2,70,800 | 950 ₹1,90,000 Lowest | 1,375 ₹2,75,000 | 1,250 ₹2,50,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
27 May 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
REAPIR / REPLACEMENT OF SWITCH GEAR, LT PANEL,FEEDAR PILLAR BOX,JUNCTION BOX,UG CABLES AT CORE AND KLP AREA UNDER AGE E/M OF GE SUKNA AT MIL STN
2026_MES_763746_1
GE Sukna/9064
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹90,000
16 Jun 2026
6 May 2026
29 May 2026
7 May 2026
27 May 2026
20 May 2026
7 May 2026 - 27 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. | 800 | Sqm | - | - |
| 2 | 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. | 540 | Cum | - | - |
| 3 | Excavation in trenches not exc. 1.50 m wide and exc. 1.50 m in depth but not exc. 3.00 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. | 0.2 | Cum | - | - |
| 4 | 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. | 315 | Cum | - | - |
| 5 | 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. | 190 | Cum | - | - |
| 6 | 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. | 15 | Cum | - | - |
| 7 | 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 | Cum | - | - |
| 8 | 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. | 5 | Cum | - | - |
| 9 | M&L 75 mm thick, PCC 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in Path / Paving etc complete all as specified and directed. | 100 | SQM | - | - |
| 10 | M& L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as specified and directed. | 200 | Sqm | - | - |
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