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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.3 LAccepted-AOC H 778 WARD NO 38 EAST VIVEKANANDA PALLY NAZRUL SARANI PO RABINDRA SARANI SILIGURI DIST DARJEELING WB | JALPAIGURI | WEST BENGAL | 734006 | L1 | Accepted-AOC Being the lowest bidder | |
| 2 | L2₹44.1 L+₹81,272.23 (1.88%)Rejected-Finance BHARAT NAGAR PO RABINDRA SARANI SILIGURI DIST DARJEELING PIN 734014 | DARJEELING | WEST BENGAL | 734014 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹44.2 L+₹96,155.78 (2.22%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹44.3 L+₹1.1 L (2.52%)Rejected-Finance SUKANTAPALLI LOWER BAGDOGRA PO BAGDOGRA DISTRICT DARJEELING WEST BENGAL PIN 734014 | BAGDOGRA | DARJEELING | WEST BENGAL | 734014 | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹44.8 L+₹1.5 L (3.55%)Rejected-Finance | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S GURUNG CONSTRUCTION L4 | J T ENTERPRISE L5 | SUJATA TRADERS L7 | REEJU BANIK L6 | BISWAJIT SAHA L8 | MILAN GHOSH L1 | V N ENTERPRISE L3 | BABA LOKENATH CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 1,200 | Sqm | 51 ₹61,200 | 52 ₹62,400 | 53 ₹63,600 | 52 ₹62,400 | 58 ₹69,600 | 50 ₹60,000 Lowest | 53 ₹63,600 | 54 ₹64,800 |
| 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. | 20.73 | Cum | 328 ₹6,799.44 | 331 ₹6,861.63 | 336 ₹6,965.28 | 334 ₹6,923.82 | 328 ₹6,799.44 | 320 ₹6,633.6 Lowest | 323 ₹6,695.79 | 322 ₹6,675.06 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 14.33 | Cum | 123 ₹1,762.59 | 124 ₹1,776.92 | 126 ₹1,805.58 | 125 ₹1,791.25 | 128 ₹1,834.24 | 120 ₹1,719.6 Lowest | 173 ₹2,479.09 | 124 ₹1,776.92 |
| 4.00 | 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. | 6.4 | Cum | 1,538 ₹9,843.2 | 1,553 ₹9,939.2 | 1,575 ₹10,080 | 1,568 ₹10,035.2 | 1,525 ₹9,760 | 1,500 ₹9,600 Lowest | 1,525 ₹9,760 | 1,510 ₹9,664 |
| 5.00 | 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. | 126.4 | Cum | 256 ₹32,358.4 | 259 ₹32,737.6 | 263 ₹33,243.2 | 261 ₹32,990.4 | 258 ₹32,611.2 | 250 ₹31,600 Lowest | 255 ₹32,232 | 256 ₹32,358.4 |
| 6.00 | 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. | 6.3 | Cum | 2,460 ₹15,498 | 2,484 ₹15,649.2 | 2,520 ₹15,876 | 2,508 ₹15,800.4 | 2,425 ₹15,277.5 | 2,400 ₹15,120 Lowest | 2,415 ₹15,214.5 | 2,415 ₹15,214.5 |
| 7.00 | 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. | 2.4 | Cum | 6,150 ₹14,760 | 6,210 ₹14,904 | 6,300 ₹15,120 | 6,270 ₹15,048 | 6,050 ₹14,520 | 6,000 ₹14,400 Lowest | 6,025 ₹14,460 | 6,010 ₹14,424 |
| 8.00 | 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. | 1 | Cum | 6,663 ₹6,663 | 6,728 ₹6,728 | 6,825 ₹6,825 | 6,793 ₹6,793 | 6,550 ₹6,550 | 6,500 ₹6,500 Lowest | 6,515 ₹6,515 | 6,508 ₹6,508 |
| 9.00 | 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. | 4 | Cum | 9,738 ₹38,952 | 9,833 ₹39,332 | 9,975 ₹39,900 | 9,928 ₹39,712 | 9,550 ₹38,200 | 9,500 ₹38,000 Lowest | 9,507 ₹38,028 | 9,509 ₹38,036 |
| 10.00 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in chajja , shelves and like etc. complete all as specified and directed. | 0.3 | Cum | 9,738 ₹2,921.4 | 9,833 ₹2,949.9 | 9,975 ₹2,992.5 | 9,928 ₹2,978.4 | 9,550 ₹2,865 | 9,500 ₹2,850 Lowest | 9,507 ₹2,852.1 | 9,509 ₹2,852.7 |
Tender Value
₹43.3 L
EMD Value
₹86,640
Closing Date
28 May 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
SPL REPAIR OF ENTRANCE PATHWAY AND FOOTPATH FROM GUARD POST NO 01 TO 03 AND PROVN OF 01 X TOILET NEAR BLDG NO SP 01 AND P 1 AT VARIOUS UNIT LOCATION UNDER AGE BR I AND AGE EM OF GE BENGDUBI
2026_MES_763659_1
8825/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹86,640
Yes
30 Jul 2026
7 May 2026
30 May 2026
7 May 2026
28 May 2026
21 May 2026
8 May 2026 - 14 May 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. | 1,200 | 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. | 20.73 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 14.33 | Cum | - | - |
| 4 | 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. | 6.4 | Cum | - | - |
| 5 | 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. | 126.4 | Cum | - | - |
| 6 | 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. | 6.3 | Cum | - | - |
| 7 | 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. | 2.4 | Cum | - | - |
| 8 | 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. | 1 | Cum | - | - |
| 9 | 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. | 4 | Cum | - | - |
| 10 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in chajja , shelves and like etc. complete all as specified and directed. | 0.3 | Cum | - | - |
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