Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-AOC A 4 VIVEKANANDA SUPER MARKET 2ND FLOOR HILL CART ROAD SILIGURI 734 001 DIST DARJEELING W B | JALPAIGURI | WEST BENGAL | 734001 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹50.0 L+₹2.1 L (4.29%)Rejected-Finance NEAR PAYAL CINEMA P O SEVOKE ROAD SILIGURI 734 001 | DARJEELING | WEST BENGAL | 734001 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹50.1 L+₹2.1 L (4.41%)Rejected-Finance 30 HAREN MUKHERJEE ROAD HAKIMPARA SILIGURI 734 001 DARIEELING WB | DARJEELING | WEST BENGAL | 734001 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹50.1 L+₹2.1 L (4.45%)Rejected-Finance SIMULBARI T E PO VILL SIMULBARI PS KURSEONG DIST DARJEELING PIN 734009 WEST BENGAL | SIMULBARI | DARJEELING | WEST BENGAL | 734009 | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹50.3 L+₹2.3 L (4.87%)Rejected-Finance KHAPRAIL BAZAR PO NEW CHAMTA DIST DARJEELING WEST BENGAL PIN 734 009 | DARJEELING | DARJEELING | WEST BENGAL | 734009 | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | R N SAH N CO L4 | ELECTRO WIR WAY L8 | MS ORIENT ENGINEERING WORKS L3 | Embee associates L6 | KARMIBRINDA L1 | Janata Enterprises L2 | SHANTI UDYOG L7 | D K SARKAR 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. | 9.9 | Cum | 300 ₹2,970 | 320 ₹3,168 | 320 ₹3,168 | 350 ₹3,465 | 275 ₹2,722.5 Lowest | 350 ₹3,465 | 350 ₹3,465 | 305 ₹3,019.5 |
| 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. | 7 | Cum | 110 ₹770 Lowest | 125 ₹875 | 122 ₹854 | 132 ₹924 | 120 ₹840 | 120 ₹840 | 190 ₹1,330 | 115 ₹805 |
| 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. | 2.9 | Cum | 145 ₹420.5 | 150 ₹435 | 146 ₹423.4 | 170 ₹493 | 145 ₹420.5 | 145 ₹420.5 | 170 ₹493 | 140 ₹406 Lowest |
| 4.00 | 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. | 10 | Cum | 1,950 ₹19,500 | 1,900 ₹19,000 | 1,850 ₹18,500 | 1,750 ₹17,500 | 1,650 ₹16,500 Lowest | 1,850 ₹18,500 | 1,900 ₹19,000 | 1,800 ₹18,000 |
| 5.00 | 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 | 4,500 ₹22,500 | 4,300 ₹21,500 | 4,300 ₹21,500 | 4,500 ₹22,500 | 4,700 ₹23,500 | 4,200 ₹21,000 Lowest | 4,300 ₹21,500 | 4,250 ₹21,250 |
| 6.00 | M&L PCC 1:3:6 type C-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 | 5,350 ₹1,070 | 5,300 ₹1,060 | 5,200 ₹1,040 | 5,500 ₹1,100 | 5,100 ₹1,020 | 5,200 ₹1,040 | 5,300 ₹1,060 | 5,000 ₹1,000 Lowest |
| 7.00 | M&L PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in kerbs for sides of path, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork straight or curved complete all as specified and directed. | 5 | Cum | 5,425 ₹27,125 | 5,300 ₹26,500 | 5,200 ₹26,000 | 5,500 ₹27,500 | 5,150 ₹25,750 Lowest | 5,250 ₹26,250 | 5,350 ₹26,750 | 5,300 ₹26,500 |
| 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. | 1.65 | Cum | 7,250 ₹11,962.5 | 7,300 ₹12,045 | 7,300 ₹12,045 | 7,150 ₹11,797.5 | 7,200 ₹11,880 | 7,500 ₹12,375 | 7,300 ₹12,045 | 7,000 ₹11,550 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.) | 1.5 | Cum | 7,350 ₹11,025 | 7,350 ₹11,025 | 7,300 ₹10,950 | 7,200 ₹10,800 | 7,250 ₹10,875 | 7,250 ₹10,875 | 7,350 ₹11,025 | 7,150 ₹10,725 Lowest |
| 10.00 | M&L for Reinforced Cement Concrete Type B-1 1:2:4 (using 20 mm graded stone aggregate) in chajja, fascias etc supported on walls, beams and columns in floors, roofs, landings, balconies, deck slabs and in shelves and the like complete all as specified and directed. (Note :- Reinforcement shall be measured and paid separately.) | 0.6 | Cum | 7,375 ₹4,425 | 7,350 ₹4,410 | 7,300 ₹4,380 | 7,300 ₹4,380 | 7,300 ₹4,380 | 7,250 ₹4,350 | 7,350 ₹4,410 | 7,000 ₹4,200 Lowest |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
11 Apr 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
PROVN OF UPGRADATION OF THE STN STORE AND SPL REPAIR TO BLDG NO T-4 OF FD WKSP COY AT U AREA UNDER AGE B/R-II AGE B/R-I AND AGE E/M OF GE SUKNA AT MIL STN
2026_MES_757214_1
GE Sukna/9054
Open Tender
Civil Works
Works
270 days
SUKNA
AS PER TENDER DOCUMENT
8 documents required · 8 mandatory
₹500
GE SUKNA
₹86,000
18 May 2026
21 Mar 2026
13 Apr 2026
22 Mar 2026
11 Apr 2026
4 Apr 2026
22 Mar 2026 - 11 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 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. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | M&L PCC 1:3:6 type C-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 PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in kerbs for sides of path, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork straight or curved 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 for Reinforced Cement Concrete Type B-1 1:2:4 (using 20 mm graded stone aggregate) in chajja, fascias etc supported on walls, beams and columns in floors, roofs, landings, balconies, deck slabs and in shelves and the like complete all as specified and directed. (Note :- Reinforcement shall be measured and paid separately.) | - | Cum | - | - |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.17 MB
Tenderdoc9054.pdf
Tender Documents • 1.76 MB
BOQ_848184.xls
BOQ • 0.43 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .