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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.5 LAdmitted-Finance BEHIND CENTRAL BANK OF INDIA PO KADAMTALA DIST DARJEELING PIN 734011 WB | DARJEELING | WEST BENGAL | 734011 | ₹40.5 L | L1 | Admitted-Finance |
| 2 | L2₹40.8 L+₹34,705.06 (0.86%)Admitted-Finance SAHEBPARA RAOD UPPER BAGDOGRA P O BAGDOGRA DISTRICT DARJEELING WEST BENGAL PIN 734014 | BAGDOGRA | DARJEELING | WEST BENGAL | 734014 | ₹40.8 L+₹34,705.06 (0.86%) | L2 | Admitted-Finance |
| 3 | L3₹41.0 L+₹48,447.70 (1.20%)Admitted-Finance | ₹41.0 L+₹48,447.70 (1.20%) | L3 | Admitted-Finance |
| 4 | L4₹41.1 L+₹58,984.93 (1.46%)Admitted-Finance NEAR DON BOSCO SCHOOL MORE NA ATALIKA APARTMENT SEVOKE ROAD SILIGURI PIN 734001 WB | SILIGURI | DARJEELING | WEST BENGAL | 734001 | ₹41.1 L+₹58,984.93 (1.46%) | L4 | Admitted-Finance |
| 5 | L5₹41.3 L+₹78,823.61 (1.95%)Admitted-Finance | ₹41.3 L+₹78,823.61 (1.95%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UNIVERSAL CONSTRUCTION L3 | M/S JANATA CONSTRUCTION L1 | M/S CONTRACTS L6 | GOUTAM KUMAR GHOSH L5 | M/S G D CONSTRUCTION L2 | SHRI S K BHATTACHARJEE L7 | M/S AHUJA TRADING L4 | M/S SEN CONSTRUCTION L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 138.9 | Cum | 328 ₹45,559.2 | 324 ₹45,003.6 Lowest | 333 ₹46,253.7 | 330 ₹45,837 | 326 ₹45,281.4 | 335 ₹46,531.5 | 329 ₹45,698.1 | 325 ₹45,142.5 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 21.98 | Cum | 123 ₹2,703.54 | 122 ₹2,681.56 | 26 ₹571.48 Lowest | 124 ₹2,725.52 | 123 ₹2,703.54 | 126 ₹2,769.48 | 124 ₹2,725.52 | 150 ₹3,297 |
| 3.00 | 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. | 110 | Each | 249 ₹27,390 | 246 ₹27,060 Lowest | 253 ₹27,830 | 251 ₹27,610 | 247 ₹27,170 | 255 ₹28,050 | 250 ₹27,500 | 250 ₹27,500 |
| 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. | 8.4 | Cum | 1,453 ₹12,205.2 | 1,436 ₹12,062.4 Lowest | 1,478 ₹12,415.2 | 1,465 ₹12,306 | 1,443 ₹12,121.2 | 1,486 ₹12,482.4 | 1,458 ₹12,247.2 | 1,580 ₹13,272 |
| 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. | 4.82 | Cum | 1,413 ₹6,810.66 | 1,396 ₹6,728.72 Lowest | 1,436 ₹6,921.52 | 1,424 ₹6,863.68 | 1,403 ₹6,762.46 | 1,445 ₹6,964.9 | 1,417 ₹6,829.94 | 1,500 ₹7,230 |
| 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. | 21.47 | Cum | 365 ₹7,836.55 | 361 ₹7,750.67 Lowest | 371 ₹7,965.37 | 368 ₹7,900.96 | 363 ₹7,793.61 | 374 ₹8,029.78 | 366 ₹7,858.02 | 450 ₹9,661.5 |
| 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. | 20 | Cum | 1,858 ₹37,160 | 1,836 ₹36,720 Lowest | 1,889 ₹37,780 | 1,873 ₹37,460 | 1,845 ₹36,900 | 1,900 ₹38,000 | 1,864 ₹37,280 | 2,650 ₹53,000 |
| 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. | 12.9 | Cum | 5,379 ₹69,389.1 | 5,315 ₹68,563.5 Lowest | 5,469 ₹70,550.1 | 5,421 ₹69,930.9 | 5,342 ₹68,911.8 | 5,501 ₹70,962.9 | 5,395 ₹69,595.5 | 5,850 ₹75,465 |
| 9.00 | M&L for Providing precast ce- ment concrete type B1, 1:2:4 using 20mm graded crushed stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed. | 2.1 | Cum | 8,519 ₹17,889.9 | 8,418 ₹17,677.8 Lowest | 8,662 ₹18,190.2 | 8,586 ₹18,030.6 | 8,460 ₹17,766 | 8,713 ₹18,297.3 | 8,544 ₹17,942.4 | 8,950 ₹18,795 |
| 10.00 | 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. | 8.5 | Cum | 8,262 ₹70,227 | 8,164 ₹69,394 Lowest | 8,401 ₹71,408.5 | 8,326 ₹70,771 | 8,205 ₹69,742.5 | 8,450 ₹71,825 | 8,286 ₹70,431 | 9,860 ₹83,810 |
Tender Value
₹37.5 L
EMD Value
₹75,020
Closing Date
17 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
PROVN OF 03 X BATHROOM NEAR FOOTBALL GROUND COVERED SHED FOR EXISTING PATHWAY AND FULL OVERHEAD COVERED FOR THE PARTIALLY EXISTING PATHWAY ALONGWITH OFFICE SHED AT CERTAIN UNITS UNDER AGE BR I AND AGE EM OF GE BENGDUBI
2026_MES_779940_1
8880/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹75,020
Yes
2 Sept 2026
21 Jul 2026
19 Aug 2026
21 Jul 2026
17 Aug 2026
8 Aug 2026
22 Jul 2026 - 28 Jul 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. | 138.9 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 21.98 | Cum | - | - |
| 3 | 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. | 110 | Each | - | - |
| 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. | 8.4 | 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. | 4.82 | 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. | 21.47 | 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. | 20 | 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. | 12.9 | Cum | - | - |
| 9 | M&L for Providing precast ce- ment concrete type B1, 1:2:4 using 20mm graded crushed stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed. | 2.1 | Cum | - | - |
| 10 | 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. | 8.5 | Cum | - | - |
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