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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.2 LAccepted-AOC GEETANJALI COMPLEX B BLOCK 2ND FLOOR MUKUNDA DAS ROAD MILANPALLY SILIGURI 734405 DARJEELING | SILIGURI | DARJEELING | WB | 734405 | L1 | Accepted-AOC LOWEST TENDER | |
| 2 | L2₹37.0 L+₹24,190.14 (0.66%)Rejected-Finance RANGAPAHAR RAILWAY CROSSING GATE NO 1 DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹40.9 L+₹4.2 L (11.3%)Rejected-Finance VILL DANGAPARA NEAR SAHID BEDI PO RAHARAH PS KHARDAH KOLKATA 700 118 | 24 PARAGANAS NORTH | WEST BENGAL | 700118 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹41.4 L+₹4.6 L (12.6%)Rejected-Finance 30 HAREN MUKHERJEE ROAD HAKIMPARA SILIGURI 734 001 DARIEELING WB | DARJEELING | WEST BENGAL | 734001 | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹41.5 L+₹4.7 L (12.8%)Rejected-Finance BHAKTINAGAR NJP STATION ROAD DIST JALPAIGURI WB WEST BENGAL 734007 | JALPAIGURI | WEST BENGAL | 734007 | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | MS ORIENT ENGINEERING WORKS L4 | ELECTRO WIR WAY L7 | MS ESSCON L6 | MAURYA CONSTRUCTIONS L2 | SHANTI UDYOG L3 | M/S ASHRAFI CONSTRUCTION L5 | R K UDYOG L1 | A K ENTERPRISES L9 | SHIVALAYA ENTERPRISES L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 7 | Cum | 360 ₹2,520 | 370 ₹2,590 | 350 ₹2,450 | 250 ₹1,750 Lowest | 360 ₹2,520 | 365 ₹2,555 | 280 ₹1,960 | 400 ₹2,800 | 370 ₹2,590 |
| 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. | 4 | Cum | 122 ₹488 | 125 ₹500 | 110 ₹440 | 240 ₹960 | 120 ₹480 | 122 ₹488 | 100 ₹400 Lowest | 150 ₹600 | 125 ₹500 |
| 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. | 3 | Cum | 165 ₹495 | 165 ₹495 | 150 ₹450 | 150 ₹450 | 170 ₹510 | 168 ₹504 | 120 ₹360 Lowest | 200 ₹600 | 165 ₹495 |
| 4.00 | 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. | 0.49 | Cum | 4,200 ₹2,058 | 4,200 ₹2,058 | 4,000 ₹1,960 | 5,200 ₹2,548 | 4,150 ₹2,033.5 | 4,500 ₹2,205 | 3,800 ₹1,862 Lowest | 4,200 ₹2,058 | 4,200 ₹2,058 |
| 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. | 0.5 | Cum | 5,200 ₹2,600 | 5,200 ₹2,600 | 5,000 ₹2,500 | 5,500 ₹2,750 | 5,150 ₹2,575 | 5,350 ₹2,675 | 4,700 ₹2,350 Lowest | 5,200 ₹2,600 | 5,200 ₹2,600 |
| 6.00 | 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. | 0.14 | Cum | 6,200 ₹868 | 6,300 ₹882 | 6,000 ₹840 | 6,000 ₹840 | 6,250 ₹875 | 6,500 ₹910 | 5,650 ₹791 Lowest | 6,300 ₹882 | 6,300 ₹882 |
| 7.00 | 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. | 0.06 | Cum | 6,300 ₹378 | 6,400 ₹384 | 6,100 ₹366 | 6,000 ₹360 | 6,400 ₹384 | 6,580 ₹394.8 | 5,600 ₹336 Lowest | 6,450 ₹387 | 6,400 ₹384 |
| 8.00 | Supply only integral water proofing compound complete all as specified. | 375 | Kg | 96 ₹36,000 | 100 ₹37,500 | 90 ₹33,750 Lowest | 110 ₹41,250 | 100 ₹37,500 | 105 ₹39,375 | 114 ₹42,750 | 100 ₹37,500 | 98 ₹36,750 |
| 9.00 | M&L PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in gap between roof sheets and brick wall, thickness of concrete bed exc. 5 cm and not exc.10 cm thick & width not exc. width of one brick thick wall including necessary scaffolding and formwork ht upto 7m complete all as specified and directed. | 50 | RM | 276 ₹13,800 | 280 ₹14,000 | 250 ₹12,500 | 130 ₹6,500 Lowest | 290 ₹14,500 | 278 ₹13,900 | 200 ₹10,000 | 300 ₹15,000 | 280 ₹14,000 |
| 10.00 | M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan n.exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed. | 2.5 | Cum | 8,300 ₹20,750 | 8,400 ₹21,000 | 8,100 ₹20,250 | 7,800 ₹19,500 | 8,350 ₹20,875 | 8,480 ₹21,200 | 7,000 ₹17,500 Lowest | 8,400 ₹21,000 | 8,400 ₹21,000 |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
4 Apr 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
ADDN / ALTN OF BLDG NO P 876 SPL REPAIR OF ROOF OF BLDG NO P 867 P 351 AND P 550 AND SPL REPAIRS OF BLDG NO SP 139 OF CERTAIN UNITS UNDER AGE B/R-II AND AGE E/M OF GE SUKNA AT MIL STN
2026_MES_756144_1
GE Sukna/9016
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹84,000
15 Jun 2026
13 Mar 2026
6 Apr 2026
14 Mar 2026
4 Apr 2026
27 Mar 2026
14 Mar 2026 - 4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 7 | Cum | - | - |
| 2 | 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. | 4 | Cum | - | - |
| 3 | 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. | 3 | Cum | - | - |
| 4 | 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. | 0.49 | Cum | - | - |
| 5 | 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. | 0.5 | Cum | - | - |
| 6 | 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. | 0.14 | Cum | - | - |
| 7 | 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. | 0.06 | Cum | - | - |
| 8 | Supply only integral water proofing compound complete all as specified. | 375 | Kg | - | - |
| 9 | M&L PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in gap between roof sheets and brick wall, thickness of concrete bed exc. 5 cm and not exc.10 cm thick & width not exc. width of one brick thick wall including necessary scaffolding and formwork ht upto 7m complete all as specified and directed. | 50 | RM | - | - |
| 10 | M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan n.exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed. | 2.5 | Cum | - | - |
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