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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.9 LAccepted-Finance | ₹36.9 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹48.6 L+₹11.8 L (32.0%)Rejected-Finance RABINDRA NAGAR P O RABINDRA SARANI SILIGURI 734 006 DIST DARJEELING W B | JALPAIGURI | WEST BENGAL | 734006 | ₹48.6 L+₹11.8 L (32.0%) | L2 | Rejected-Finance Not Lowest Bidder |
| 3 | L3₹48.9 L+₹12.0 L (32.6%)Rejected-Finance DESHBANDHUPARA PO SILIGURI TOWN DIST DARJEELING PIN 734004 | JALPAIGURI | WEST BENGAL | 734004 | ₹48.9 L+₹12.0 L (32.6%) | L3 | Rejected-Finance Not Lowest Bidder |
| 4 | L4₹48.9 L+₹12.0 L (32.6%)Rejected-Finance N A | NA | NA | 121004 | ₹48.9 L+₹12.0 L (32.6%) | L4 | Rejected-Finance Not Lowest Bidder |
| 5 | L5₹49.3 L+₹12.4 L (33.8%)Rejected-Finance SALKAVITA RAJA RARNMOHANPUR PO NORTH BENGAL UNIVERSITY DIST DARJEELING PIN 734013 | DARJEELING | WEST BENGAL | 734013 | ₹49.3 L+₹12.4 L (33.8%) | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S B B CONSTRUCTION L3 | DAS AND GHOSH CONSTRUCTION L5 | M/s Ranjit Kumar Saha L9 | M/S DAWN ELECTRICAL INDUSTRIES L2 | KARMIBRINDA L11 | DEBABROTA ROY CHOWDHURY L4 | R K UDYOG L7 | M/s B. K. Ghosh and Co. L6 | SHRI ARUN BHATTACHERJEE L8 | PAUL CONSTRUCTION L1 | D K SARKAR L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 1,000 | Sqm | 26.5 ₹26,500 | 32 ₹32,000 | 30 ₹30,000 | 28 ₹28,000 | 18 ₹18,000 | 32 ₹32,000 | 60 ₹60,000 | 29 ₹29,000 | 40 ₹40,000 | 15 ₹15,000 Lowest | 25 ₹25,000 |
| 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. | 415 | Cum | 247 ₹1,02,505 | 260 ₹1,07,900 | 250 ₹1,03,750 | 246 ₹1,02,090 | 255 ₹1,05,825 | 252 ₹1,04,580 | 365 ₹1,51,475 | 248 ₹1,02,920 | 250 ₹1,03,750 | 180 ₹74,700 Lowest | 242 ₹1,00,430 |
| 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. | 0.5 | Cum | 158 ₹79 | 170 ₹85 | 145 ₹72.5 | 156 ₹78 | 310 ₹155 | 156 ₹78 | 280 ₹140 | 140 ₹70 Lowest | 178 ₹89 | 250 ₹125 | 160 ₹80 |
| 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. | 235 | Cum | 52 ₹12,220 | 80 ₹18,800 | 60 ₹14,100 | 55 ₹12,925 | 90 ₹21,150 | 62 ₹14,570 | 90 ₹21,150 | 54 ₹12,690 | 58 ₹13,630 | 100 ₹23,500 | 42 ₹9,870 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. | 140 | Cum | 132 ₹18,480 | 145 ₹20,300 | 150 ₹21,000 | 135 ₹18,900 | 132 ₹18,480 | 131 ₹18,340 | 155 ₹21,700 | 134 ₹18,760 | 137 ₹19,180 | 120 ₹16,800 Lowest | 128 ₹17,920 |
| 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. | 24 | Cum | 2,255 ₹54,120 | 2,300 ₹55,200 | 2,240 ₹53,760 | 2,200 ₹52,800 | 1,825 ₹43,800 | 2,252 ₹54,048 | 2,400 ₹57,600 | 2,270 ₹54,480 | 2,300 ₹55,200 | 1,290 ₹30,960 Lowest | 2,300 ₹55,200 |
| 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 | 4,900 ₹4,900 | 5,400 ₹5,400 | 4,960 ₹4,960 | 4,900 ₹4,900 | 5,100 ₹5,100 | 5,000 ₹5,000 | 5,210 ₹5,210 | 4,975 ₹4,975 | 4,900 ₹4,900 | 4,200 ₹4,200 Lowest | 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. | 10 | Cum | 4,600 ₹46,000 | 5,100 ₹51,000 | 4,640 ₹46,400 | 4,600 ₹46,000 | 4,300 ₹43,000 | 4,600 ₹46,000 | 5,180 ₹51,800 | 4,690 ₹46,900 | 4,650 ₹46,500 | 3,300 ₹33,000 Lowest | 4,500 ₹45,000 |
| 9.00 | S&F for 4 mm thick E-board (designer pattern) celing of size 60x60 cm, fixed or laid / inserted to aluminium framework with screws in false ceiling (flat or sloping) of grid size 605 x 605 mm and including Anodised aluminium snap grid frame work for false ceiling confirming IS : 733, 737 & IS : 1285 : Hangers 6 mm dia., G.I (upto 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40 x 3 mm size 60 mm long and expension hold fasteners 12.5mm dia., 40mm long complete all as specified and directed. | 60 | Sqm | 1,255 ₹75,300 | 1,260 ₹75,600 | 1,280 ₹76,800 | 1,200 ₹72,000 | 1,290 ₹77,400 | 1,301 ₹78,060 | 1,350 ₹81,000 | 1,275 ₹76,500 | 1,270 ₹76,200 | 925 ₹55,500 Lowest | 1,215 ₹72,900 |
| 10.00 | 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. | 30 | SQM | 370 ₹11,100 | 380 ₹11,400 | 390 ₹11,700 | 375 ₹11,250 | 378 ₹11,340 | 377 ₹11,310 | 520 ₹15,600 | 385 ₹11,550 | 400 ₹12,000 | 325 ₹9,750 Lowest | 368 ₹11,040 |
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
REPAIR / REPLACEMENT OF SWITCH GEAR,LT PANEL,FEEDAR PILLAR BOX, JUNCTION BOX,UG CABLES AT ADALPUR AND CONNECTED AREA UNDER AGE E/M OF GE SUKNA AT MIL STN
2026_MES_763743_1
GE Sukna/9065
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. | 1,000 | 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. | 415 | 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. | 0.5 | 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. | 235 | 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. | 140 | 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. | 24 | 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. | 10 | Cum | - | - |
| 9 | S&F for 4 mm thick E-board (designer pattern) celing of size 60x60 cm, fixed or laid / inserted to aluminium framework with screws in false ceiling (flat or sloping) of grid size 605 x 605 mm and including Anodised aluminium snap grid frame work for false ceiling confirming IS : 733, 737 & IS : 1285 : Hangers 6 mm dia., G.I (upto 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40 x 3 mm size 60 mm long and expension hold fasteners 12.5mm dia., 40mm long complete all as specified and directed. | 60 | Sqm | - | - |
| 10 | 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. | 30 | SQM | - | - |
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