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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.5 LAdmitted-Finance B 8 2ND FLOOR VIVEKANANDA SUPER MARKET HILL CART ROAD SILIGURI 734001 | SILIGURI | DARJEELING | WEST BENGAL | 734001 | L1 | Admitted-Finance | |
| 2 | L2₹39.7 L+₹3.2 L (8.85%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹41.0 L+₹4.5 L (12.4%)Admitted-Finance 10 UDAY SHANKAR SARANI SEVOKE ROAD SILIGURI DIST DARJEELING WB PIN 734 001 | JALPAIGURI | WEST BENGAL | 734001 | L3 | Admitted-Finance | |
| 4 | L4₹41.1 L+₹4.7 L (12.8%)Admitted-Finance 35 PATHAK PARA ROAD FLAT NO 32C 3RD FLOOR SHANTINEER APARTMENT BEHALA KOLKATA 700060 | KOLKATA | KOLKATA | WEST BENGAL | 700060 | L4 | Admitted-Finance | |
| 5 | L5₹41.4 L+₹4.9 L (13.5%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Paritosh Saha L3 | TECHNOSOFT L1 | M/S KAR CONSTRUCTION L2 | MUKHERJEE ENTERPRISE L4 | NAYAK BROTHERS L7 | SUJATA TRADERS L5 | M/S UTTAM ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 1 | Cum | 252 ₹252 | 220 ₹220 Lowest | 255 ₹255 | 254 ₹254 | 270 ₹270 | 256 ₹256 | 257 ₹257 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 0.2 | Cum | 132 ₹26.4 | 100 ₹20 Lowest | 115 ₹23 | 124 ₹24.8 | 138 ₹27.6 | 136 ₹27.2 | 137 ₹27.4 |
| 3.00 | M&L for Sand filling under floors or in foundation including watering and consolidated and compacted with clean dry sand complete all as specified and directed. | 1 | Cum | 2,172 ₹2,172 | 1,950 ₹1,950 Lowest | 2,150 ₹2,150 | 2,164 ₹2,164 | 2,180 ₹2,180 | 2,176 ₹2,176 | 2,177 ₹2,177 |
| 4.00 | Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 0.6 | Cum | 132 ₹79.2 | 100 ₹60 Lowest | 115 ₹69 | 124 ₹74.4 | 150 ₹90 | 136 ₹81.6 | 147 ₹88.2 |
| 5.00 | M&L for hardcore of gauge n.exc. 63 mm, with broken stone or boulder, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed. | 1 | Cum | 2,522 ₹2,522 | 2,250 ₹2,250 Lowest | 2,500 ₹2,500 | 2,514 ₹2,514 | 2,530 ₹2,530 | 2,526 ₹2,526 | 2,537 ₹2,537 |
| 6.00 | M&L for cement concrete 1:4:8 type D2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 0.2 | Cum | 4,212 ₹842.4 | 4,000 ₹800 Lowest | 4,200 ₹840 | 4,214 ₹842.8 | 4,220 ₹844 | 4,216 ₹843.2 | 4,217 ₹843.4 |
| 7.00 | M&L for PCC type C1,1:3:6 using 20mm graded crushed stone agg,in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. | 4.5 | Cum | 4,500 ₹20,250 | 4,600 ₹20,700 | 4,470 ₹20,115 Lowest | 4,474 ₹20,133 | 4,530 ₹20,385 | 4,526 ₹20,367 | 4,527 ₹20,371.5 |
| 8.00 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 0.5 | Cum | 12,600 ₹6,300 | 10,100 ₹5,050 Lowest | 12,600 ₹6,300 | 12,594 ₹6,297 | 12,630 ₹6,315 | 12,616 ₹6,308 | 12,627 ₹6,313.5 |
| 9.00 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 0.1 | Cum | 12,600 ₹1,260 | 10,100 ₹1,010 Lowest | 12,600 ₹1,260 | 12,614 ₹1,261.4 | 12,628 ₹1,262.8 | 12,626 ₹1,262.6 | 12,627 ₹1,262.7 |
| 10.00 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 0.4 | Cum | 12,400 ₹4,960 | 10,100 ₹4,040 Lowest | 12,350 ₹4,940 | 12,364 ₹4,945.6 | 12,500 ₹5,000 | 12,416 ₹4,966.4 | 12,427 ₹4,970.8 |
Tender Value
₹35.7 L
EMD Value
₹71,460
Closing Date
6 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
PROVN OF 01 X FOUR BODY CHAMBER CABINET AT HOSPITAL AREA TOILET AND BATHROOM NEAR BLDG NO T 1 DH SPL REPAIR TO BLDG NO T 1 4 DH AT SILIGURI AND PCC HARD STANDING OF MT PARK AT CERTAIN UNITS UNDER AGE BR I AND AGE EM OF GE BENGDUBI
2026_MES_779943_2
8881/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹71,460
Yes
30 Oct 2026
8 Sept 2026
8 Oct 2026
8 Sept 2026
6 Oct 2026
22 Sept 2026
9 Sept 2026 - 15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 1 | Cum | 100 | ₹100 |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 0.2 | Cum | - | - |
| 3 | M&L for Sand filling under floors or in foundation including watering and consolidated and compacted with clean dry sand complete all as specified and directed. | 1 | Cum | - | - |
| 4 | Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 0.6 | Cum | - | - |
| 5 | M&L for hardcore of gauge n.exc. 63 mm, with broken stone or boulder, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed. | 1 | Cum | - | - |
| 6 | M&L for cement concrete 1:4:8 type D2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 0.2 | Cum | - | - |
| 7 | M&L for PCC type C1,1:3:6 using 20mm graded crushed stone agg,in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. | 4.5 | Cum | - | - |
| 8 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 0.5 | Cum | - | - |
| 9 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 0.1 | Cum | - | - |
| 10 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 0.4 | Cum | - | - |
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