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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.5 LAccepted-AOC | L1 | Accepted-AOC Being the lowest bidder | |
| 2 | L2₹43.7 L+₹32,714.10 (0.75%)Rejected-Finance | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹44.6 L+₹1.3 L (2.91%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹44.9 L+₹1.5 L (3.53%)Rejected-Finance | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹45.0 L+₹1.7 L (3.81%)Rejected-Finance STALIN NAGAR PANIGHATA ROAD PO BAGDOGRA DIST DARJEELING WB | BAGDOGRA | DARJEELING | WEST BENGAL | 734422 | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S JANATA CONSTRUCTION L6 | UNIVERSAL CONSTRUCTION L3 | M/S SANKAR BHATTACHARYA L4 | M/S CONTRACTS L5 | GAYATRI BUIDERS L7 | M/S K M CONSTRUCTION L8 | V N ENTERPRISE L2 | M/S UTTAM ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 186.94 | Cum | 318 ₹59,446.92 | 318 ₹59,446.92 | 320 ₹59,820.8 | 325 ₹60,755.5 | 333 ₹62,251.02 | 335 ₹62,624.9 | - | 300 ₹56,082 Lowest |
| 2.00 | Excavating in trenches exc1.5m but not exc 3.0m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sqm on plan and n.exc 1.5m in depth and getting out. in soft/loose soil complete all as specified and directed. | 0.43 | Cum | 420 ₹180.6 | 410 ₹176.3 | 420 ₹180.6 | 420 ₹180.6 | 420 ₹180.6 | 425 ₹182.75 | 405 ₹174.15 | 400 ₹172 Lowest |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 90.34 | Cum | 122 ₹11,021.48 | 119 ₹10,750.46 | 120 ₹10,840.8 | 125 ₹11,292.5 | 134 ₹12,105.56 | 135 ₹12,195.9 | 115 ₹10,389.1 | 110 ₹9,937.4 Lowest |
| 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. | 2.5 | Cum | 1,136 ₹2,840 | 1,118 ₹2,795 | 1,120 ₹2,800 | 1,120 ₹2,800 | 1,120 ₹2,800 | 1,125 ₹2,812.5 | 1,110 ₹2,775 | 1,100 ₹2,750 Lowest |
| 5.00 | M&L for sand cushioning for protection of underground cable, consolidated and compacted with clean dry sand complete all as specified and directed. | 1.76 | Cum | 1,135 ₹1,997.6 | 1,117 ₹1,965.92 | 1,120 ₹1,971.2 | 1,125 ₹1,980 | 1,135 ₹1,997.6 | 1,135 ₹1,997.6 | 1,115 ₹1,962.4 | 1,100 ₹1,936 Lowest |
| 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. | 111.03 | Cum | 211 ₹23,427.33 | 219 ₹24,315.57 | 220 ₹24,426.6 | 220 ₹24,426.6 | 220 ₹24,426.6 | 225 ₹24,981.75 | 215 ₹23,871.45 | 200 ₹22,206 Lowest |
| 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. | 2.5 | Cum | 2,261 ₹5,652.5 | 2,219 ₹5,547.5 | 2,220 ₹5,550 | 2,225 ₹5,562.5 | 2,236 ₹5,590 | 2,235 ₹5,587.5 | 2,210 ₹5,525 | 2,200 ₹5,500 Lowest |
| 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. | 3.43 | Cum | 5,644 ₹19,358.92 | 5,518 ₹18,926.74 | 5,520 ₹18,933.6 | 5,520 ₹18,933.6 | 5,520 ₹18,933.6 | 5,525 ₹18,950.75 | 5,510 ₹18,899.3 | 5,500 ₹18,865 Lowest |
| 9.00 | M&L for PCC 1:3:6 type C2, using 40mm graded crushed stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 4.06 | Cum | 6,156 ₹24,993.36 | 6,019 ₹24,437.14 | 6,020 ₹24,441.2 | 6,025 ₹24,461.5 | 6,037 ₹24,510.22 | 6,035 ₹24,502.1 | 6,010 ₹24,400.6 | 6,000 ₹24,360 Lowest |
| 10.00 | M&L for PCC 1:2:4 type B2 using 40mm graded crushed stone aggregate, as in coping of poles incl form work concrete complete all as specified and directed. | 0.4 | Cum | 6,687 ₹2,674.8 | 6,528 ₹2,611.2 | 6,530 ₹2,612 | 6,530 ₹2,612 | 6,530 ₹2,612 | 6,535 ₹2,614 | 6,525 ₹2,610 | 6,500 ₹2,600 Lowest |
Tender Value
₹42.5 L
EMD Value
₹85,060
Closing Date
28 May 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
SPL REPAIR TO BLDG DRAINAGE AND PROVN OF 08 X SECURITY LIGHT WITH STEEL TUBULAR POLE UG CABLE WALL PANELLING 01 X TOILET BLOCK AND 02 X COLLAPSIBLE STEEL GATE AND ALUMINIUM GRILL AT VARIOUS LOCATIONS UNDER AGE BR II AND AGE EM OF GE BENGDUBI
2026_MES_758772_2
8821/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹85,060
Yes
4 Aug 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 | 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. | 186.94 | Cum | - | - |
| 2 | Excavating in trenches exc1.5m but not exc 3.0m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sqm on plan and n.exc 1.5m in depth and getting out. in soft/loose soil complete all as specified and directed. | 0.43 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 90.34 | 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. | 2.5 | Cum | - | - |
| 5 | M&L for sand cushioning for protection of underground cable, consolidated and compacted with clean dry sand complete all as specified and directed. | 1.76 | 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. | 111.03 | 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. | 2.5 | 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. | 3.43 | Cum | - | - |
| 9 | M&L for PCC 1:3:6 type C2, using 40mm graded crushed stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 4.06 | Cum | - | - |
| 10 | M&L for PCC 1:2:4 type B2 using 40mm graded crushed stone aggregate, as in coping of poles incl form work concrete complete all as specified and directed. | 0.4 | Cum | - | - |
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