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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.0 LAccepted-Finance VIVEKANANDA PALLY PO BAGDOGRA DIST DARJEELING PIN 734014 WB | DARJEELING | WEST BENGAL | 734014 | ₹42.0 L | L1 | Accepted-Finance Being the lowest bidder |
| 2 | L2₹43.1 L+₹1.1 L (2.65%)Rejected-Finance NORTH BENGAL UNIVERSITY NEEMTALA PO NORTH BENGAL UNIVERSITY DIST DARJEELING WB | ₹43.1 L+₹1.1 L (2.65%) | L2 | Rejected-Finance Not lowest bidder |
| 3 | L3₹43.8 L+₹1.8 L (4.33%)Rejected-Finance SOUTH DESHBANDHUPARA BB GHOSH SARANI NEAR DESHBANDHU VIDYAPITH SCHOOL PO SILIGURI TOWN 734004 DIST DARJEELING WB | JALPAIGURI | WEST BENGAL | 734004 | ₹43.8 L+₹1.8 L (4.33%) | L3 | Rejected-Finance Not lowest bidder |
| 4 | L4₹44.1 L+₹2.1 L (5.09%)Rejected-Finance | ₹44.1 L+₹2.1 L (5.09%) | L4 | Rejected-Finance Not lowest bidder |
| 5 | L5₹44.8 L+₹2.8 L (6.68%)Rejected-Finance OPPOSITE GATE NO 2 NORTH BENGAL UNIVERSITY PO N B U DIST DARJEELING WB | DARJEELING | DARJEELING | WEST BENGAL | 734013 | ₹44.8 L+₹2.8 L (6.68%) | L5 | Rejected-Finance Not lowest bidder |
| Sl No | Description | Qty | Unit | M/S BOSE CONSTRUCTION L3 | MESSERS BEE GEE CONSTRUCTION L2 | T K GANGULY L1 | M/S Vaishno Constructions L5 | M/S Joy Construction L4 | V N ENTERPRISE L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Site clearance in soft/loose soil complete all as specified and directed. | 370 | Sqm | 60 ₹22,200 | 68 ₹25,160 | 40 ₹14,800 Lowest | 75 ₹27,750 | 70 ₹25,900 | 85 ₹31,450 |
| 2.00 | 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. | 64 | Cum | 300 ₹19,200 Lowest | 355 ₹22,720 | 348 ₹22,272 | 350 ₹22,400 | 320 ₹20,480 | 381 ₹24,384 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 13 | Cum | 160 ₹2,080 | 131 ₹1,703 | 130 ₹1,690 Lowest | 150 ₹1,950 | 165 ₹2,145 | 134 ₹1,742 |
| 4.00 | Excavating in post holes( or similar holes) each n exc 0.50 cum , getting out,returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/ loose soil complete all as specified and directed. | 6 | Each | 135 ₹810 | 114 ₹684 | 123 ₹738 | 100 ₹600 Lowest | 120 ₹720 | 116 ₹696 |
| 5.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed. | 23 | Cum | 160 ₹3,680 | 153 ₹3,519 | 150 ₹3,450 Lowest | 180 ₹4,140 | 165 ₹3,795 | 175 ₹4,025 |
| 6.00 | 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. | 43 | Cum | 160 ₹6,880 Lowest | 163 ₹7,009 | 160 ₹6,880 Lowest | 180 ₹7,740 | 165 ₹7,095 | 185 ₹7,955 |
| 7.00 | 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. | 88 | Cum | 2,100 ₹1,84,800 | 2,121 ₹1,86,648 | 1,600 ₹1,40,800 Lowest | 2,250 ₹1,98,000 | 2,150 ₹1,89,200 | 2,450 ₹2,15,600 |
| 8.00 | 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. | 23.8 | Cum | 6,000 ₹1,42,800 | 5,515 ₹1,31,257 Lowest | 5,600 ₹1,33,280 | 6,000 ₹1,42,800 | 5,800 ₹1,38,040 | 5,640 ₹1,34,232 |
| 9.00 | M&L for cement concrete 1:3:6 type C2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 1.35 | Cum | 6,000 ₹8,100 Lowest | 6,010 ₹8,113.5 | 6,000 ₹8,100 Lowest | 6,000 ₹8,100 Lowest | 6,200 ₹8,370 | 6,005 ₹8,106.75 |
| 10.00 | M&L for PCC type B1,1:2:4 using 20mm graded crushed stone aggregate, 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. | 4.95 | Cum | 7,800 ₹38,610 Lowest | 8,125 ₹40,218.75 | 7,800 ₹38,610 Lowest | 8,250 ₹40,837.5 | 8,000 ₹39,600 | 8,100 ₹40,095 |
Tender Value
₹42.0 L
EMD Value
₹84,100
Closing Date
13 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
PROVN OF 26 X 25 LTR GEYSER FOR ORS MD ACCN CHEQUERED TILE FOOTPATH FOOTPATH WITH ALLIED WORK HARDSTANDING AND SHED WITH ALLIED WORK AT MISC UNIT AREA UNDER AGE BR II AND AGE EM OF GE BENGDUBI
2026_MES_778987_1
8882/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹84,100
Yes
10 Sept 2026
16 Jul 2026
15 Aug 2026
16 Jul 2026
13 Aug 2026
30 Jul 2026
17 Jul 2026 - 23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Site clearance in soft/loose soil complete all as specified and directed. | 370 | Sqm | - | - |
| 2 | 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. | 64 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 13 | Cum | - | - |
| 4 | Excavating in post holes( or similar holes) each n exc 0.50 cum , getting out,returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/ loose soil complete all as specified and directed. | 6 | Each | - | - |
| 5 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed. | 23 | Cum | - | - |
| 6 | 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. | 43 | Cum | - | - |
| 7 | 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. | 88 | Cum | - | - |
| 8 | 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. | 23.8 | Cum | - | - |
| 9 | M&L for cement concrete 1:3:6 type C2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 1.35 | Cum | - | - |
| 10 | M&L for PCC type B1,1:2:4 using 20mm graded crushed stone aggregate, 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. | 4.95 | Cum | - | - |
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