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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.5 LAccepted-AOC 57 7 MEGHNAD SAHA SARANI SILIGURI DARJEELING WEST BENGAL 734 003 | DARJEELING | WEST BENGAL | 734003 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹51.5 L+₹1.7 L (3.33%)Rejected-Finance NEW BANSBARI NH 34 PO JHALJHALIA DIST MALDA PIN 732 102 | MALDAH | WEST BENGAL | 732102 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹52.1 L+₹2.3 L (4.54%)Rejected-Finance 54 SATYEN BOSE ROAD DESHBANDHUPARA SILIGURI 734 004 | JALPAIGURI | WEST BENGAL | 734004 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹52.1 L+₹2.3 L (4.65%)Rejected-Finance ATUL PRASAD SARANI DUDH MORE SILIGURI 06 DARJEELING WB | DARJEELING | WEST BENGAL | 734001 | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹52.6 L+₹2.8 L (5.53%)Rejected-Finance SALKAVITA RAJA RARNMOHANPUR PO NORTH BENGAL UNIVERSITY DIST DARJEELING PIN 734013 | DARJEELING | WEST BENGAL | 734013 | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | MS ESSCON L4 | DAS AND GHOSH CONSTRUCTION L5 | M/S G S ASSOCIATES L3 | Janata Enterprises L6 | M/S EASTERN ENGINEERING L2 | A K ENTERPRISES L7 | ASHISH ROY L8 | Foothill Traders L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 8 | Cum | 300 ₹2,400 | 325 ₹2,600 | 325 ₹2,600 | 330 ₹2,640 | 320 ₹2,560 | 350 ₹2,800 | 340 ₹2,720 | 275 ₹2,200 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 | Cum | 125 ₹250 | 125 ₹250 | 125 ₹250 | 125 ₹250 | 120 ₹240 Lowest | 140 ₹280 | 150 ₹300 | 120 ₹240 Lowest |
| 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. | 6 | Cum | 200 ₹1,200 | 165 ₹990 | 165 ₹990 | 165 ₹990 | 160 ₹960 Lowest | 180 ₹1,080 | 200 ₹1,200 | 160 ₹960 Lowest |
| 4.00 | M&L for plain cement concrete, Type B2 1:2:4 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 9.44 | Cum | 6,600 ₹62,304 | 6,516 ₹61,511.04 | 6,510 ₹61,454.4 | 6,695 ₹63,200.8 | 6,500 ₹61,360 | 6,600 ₹62,304 | 6,800 ₹64,192 | 5,900 ₹55,696 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. | 2.8 | Cum | 5,250 ₹14,700 | 5,215 ₹14,602 | 5,210 ₹14,588 | 5,355 ₹14,994 | 5,200 ₹14,560 Lowest | 5,300 ₹14,840 | 5,800 ₹16,240 | 5,200 ₹14,560 Lowest |
| 6.00 | M & L for plain Cement Concrete Type B0 1:2:4 (using 12.5 mm graded stone aggregate) in roof kerbs, rounded or chamfered on haunching in chajjas to prevent water seepage into brick walls, including necessory formwork rounded or chamfered on edges complete all as specified and directed. | 1.3 | Cum | 5,300 ₹6,890 | 5,262 ₹6,840.6 | 5,255 ₹6,831.5 | 5,410 ₹7,033 | 5,250 ₹6,825 Lowest | 5,350 ₹6,955 | 5,700 ₹7,410 | 6,200 ₹8,060 |
| 7.00 | 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. | 1.2 | Cum | 6,250 ₹7,500 | 6,215 ₹7,458 | 6,210 ₹7,452 | 6,385 ₹7,662 | 6,200 ₹7,440 Lowest | 6,300 ₹7,560 | 6,400 ₹7,680 | 6,400 ₹7,680 |
| 8.00 | 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. | 0.73 | Cum | 7,250 ₹5,292.5 | 7,216 ₹5,267.68 | 7,210 ₹5,263.3 | 7,415 ₹5,412.95 | 7,200 ₹5,256 Lowest | 7,300 ₹5,329 | 7,500 ₹5,475 | 7,200 ₹5,256 Lowest |
| 9.00 | M & L for providing Reinforced cement concrete (1:2:4) type B-1 Nominal Mix using 20 mm graded stone aggregate as in slab supported on walls ,beams and coloumns in floors,roofs,landings, kitchen slabs etc complete all as specified and directed.
(Note :- Reinforcement shall be measured and paid separately.) | 0.27 | Cum | 7,300 ₹1,971 | 7,262 ₹1,960.74 | 7,260 ₹1,960.2 | 7,470 ₹2,016.9 | 7,250 ₹1,957.5 Lowest | 7,350 ₹1,984.5 | 7,600 ₹2,052 | 7,300 ₹1,971 |
| 10.00 | 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. | 70 | RM | 80 ₹5,600 | 95 ₹6,650 | 100 ₹7,000 | 90 ₹6,300 | 85 ₹5,950 | 95 ₹6,650 | 95 ₹6,650 | 75 ₹5,250 Lowest |
Tender Value
₹44 L
EMD Value
₹88,000
Closing Date
9 Apr 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
SPL REPAIR TO BLDG NO P /OR/411/01-06 AT TARAPORE VIHAR UNDER AGE B/R-II AND AGE E/M OF GE SUKNA AT MIL STN SUKNA
2026_MES_756872_1
GE Sukna/9013
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹88,000
15 Jun 2026
19 Mar 2026
11 Apr 2026
20 Mar 2026
9 Apr 2026
2 Apr 2026
20 Mar 2026 - 9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | 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. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | M&L for plain cement concrete, Type B2 1:2:4 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | M & L for plain Cement Concrete Type B0 1:2:4 (using 12.5 mm graded stone aggregate) in roof kerbs, rounded or chamfered on haunching in chajjas to prevent water seepage into brick walls, including necessory formwork rounded or chamfered on edges complete all as specified and directed. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | M & L for providing Reinforced cement concrete (1:2:4) type B-1 Nominal Mix using 20 mm graded stone aggregate as in slab supported on walls ,beams and coloumns in floors,roofs,landings, kitchen slabs etc complete all as specified and directed.
(Note :- Reinforcement shall be measured and paid separately.) | - | Cum | - | - |
| - | 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. | - | RM | - | - |
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