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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.7 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹47.7 L+₹1.1 L (2.25%)Admitted-Finance 14 NATIONAL COMMERCE HOUSE BUILDING CHURCH ROAD SILIGURI DAJEELING WEST BENGAL 734001 | DARJEELING | WEST BENGAL | 734001 | L2 | Admitted-Finance | |
| 3 | L3₹48.1 L+₹1.4 L (3.03%)Admitted-Finance STALIN NAGAR PANIGHATA ROAD PO BAGDOGRA DIST DARJEELING WB | BAGDOGRA | DARJEELING | WEST BENGAL | 734422 | L3 | Admitted-Finance | |
| 4 | L4₹48.2 L+₹1.5 L (3.24%)Admitted-Finance H 778 WARD NO 38 EAST VIVEKANANDA PALLY NAZRUL SARANI PO RABINDRA SARANI SILIGURI DIST DARJEELING WB | JALPAIGURI | WEST BENGAL | 734006 | L4 | Admitted-Finance | |
| 5 | L5₹48.5 L+₹1.8 L (3.95%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UNIVERSAL CONSTRUCTION L5 | TECHNOSOFT L6 | M/S CONTRACTS L3 | M/S MARUTI BUILDERS L1 | KAMALA INDUSTRIES L2 | SAROJ DEVI AGARWAL L8 | MILAN GHOSH L4 | SOMIK DAS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 270 | Sqm | 58 ₹15,660 | 59 ₹15,930 | 52 ₹14,040 | 50 ₹13,500 Lowest | 55 ₹14,850 | 56 ₹15,120 | 57 ₹15,390 | 62 ₹16,740 |
| 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. | 33.89 | Cum | 359 ₹12,166.51 | 365 ₹12,369.85 | 352 ₹11,929.28 | 350 ₹11,861.5 Lowest | 355 ₹12,030.95 | 354 ₹11,997.06 | 357 ₹12,098.73 | 368 ₹12,471.52 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 13.23 | Cum | 136 ₹1,799.28 | 140 ₹1,852.2 | 133 ₹1,759.59 | 130 ₹1,719.9 Lowest | 132 ₹1,746.36 | 143 ₹1,891.89 | 134 ₹1,772.82 | 142 ₹1,878.66 |
| 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. | 70 | Each | 258 ₹18,060 | 260 ₹18,200 | 251 ₹17,570 | 250 ₹17,500 Lowest | 254 ₹17,780 | 251 ₹17,570 | 256 ₹17,920 | 265 ₹18,550 |
| 5.00 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 440 | Sqm | 58 ₹25,520 | 60 ₹26,400 | 51 ₹22,440 | 50 ₹22,000 Lowest | 54 ₹23,760 | 54 ₹23,760 | 56 ₹24,640 | 63 ₹27,720 |
| 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. | 58.65 | Cum | 257 ₹15,073.05 | 261 ₹15,307.65 | 255 ₹14,955.75 | 250 ₹14,662.5 Lowest | 252 ₹14,779.8 | 264 ₹15,483.6 | 254 ₹14,897.1 | 263 ₹15,424.95 |
| 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. | 68 | Cum | 3,070 ₹2,08,760 | 3,080 ₹2,09,440 | 3,020 ₹2,05,360 | 3,000 ₹2,04,000 Lowest | 3,040 ₹2,06,720 | 3,100 ₹2,10,800 | 3,050 ₹2,07,400 | 3,090 ₹2,10,120 |
| 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. | 9.5 | Cum | 6,140 ₹58,330 | 6,150 ₹58,425 | 6,025 ₹57,237.5 | 6,000 ₹57,000 Lowest | 6,100 ₹57,950 | 6,020 ₹57,190 | 6,130 ₹58,235 | 6,170 ₹58,615 |
| 9.00 | M&L for PCC 1:2:4 using 40mm graded crushed stone aggregate, type B2 as in foundation filling & mass concrete complete all as specified and directed. | 18 | Cum | 6,560 ₹1,18,080 | 6,580 ₹1,18,440 | 6,550 ₹1,17,900 | 6,500 ₹1,17,000 Lowest | 6,550 ₹1,17,900 | 6,600 ₹1,18,800 | 6,555 ₹1,17,990 | 6,595 ₹1,18,710 |
| 10.00 | M&L for Providing, cement concrete 1:2:4 type-B1 using 20mm graded crushed stone aggregate in lintels upto 1.5m clear span, cills, steps;roof padding, 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 in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 3 | Cum | 7,070 ₹21,210 | 7,080 ₹21,240 | 7,025 ₹21,075 | 7,000 ₹21,000 Lowest | 7,060 ₹21,180 | 7,100 ₹21,300 | 7,065 ₹21,195 | 7,095 ₹21,285 |
Tender Value
₹43.7 L
EMD Value
₹87,440
Closing Date
11 Sept 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
PROVN OF COVERED PARKING FOR 06 X MT VEHICLES WITH HARD STANDING INCLUDING ELECTRICAL OF MEDICAL DEPOT AREA CAR PARKING SHED FOR SINGLE OFFR LIVING ACCN 01 X BICYCLE STAND FOR PARKING OF 100 X BICYCLE OF HOSPITAL AREA AND CYCLE STAND PERSONAL LINE OF
2026_MES_785776_1
8892/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹87,440
Yes
26 Sept 2026
21 Aug 2026
14 Sept 2026
21 Aug 2026
11 Sept 2026
4 Sept 2026
22 Aug 2026 - 28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 270 | 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. | 33.89 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 13.23 | 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. | 70 | Each | - | - |
| 5 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 440 | Sqm | - | - |
| 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. | 58.65 | 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. | 68 | 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. | 9.5 | Cum | - | - |
| 9 | M&L for PCC 1:2:4 using 40mm graded crushed stone aggregate, type B2 as in foundation filling & mass concrete complete all as specified and directed. | 18 | Cum | - | - |
| 10 | M&L for Providing, cement concrete 1:2:4 type-B1 using 20mm graded crushed stone aggregate in lintels upto 1.5m clear span, cills, steps;roof padding, 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 in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 3 | Cum | - | - |
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