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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.3 LAccepted-AOC | ₹38.3 L | L1 | Accepted-AOC Being the lowest bidder |
| 2 | L2₹40.0 L+₹1.7 L (4.55%)Rejected-Finance | ₹40.0 L+₹1.7 L (4.55%) | L2 | Rejected-Finance Not the lowest bidder |
| 3 | L3₹40.5 L+₹2.2 L (5.70%)Rejected-Finance | ₹40.5 L+₹2.2 L (5.70%) | L3 | Rejected-Finance Not the lowest bidder |
| 4 | L4₹40.5 L+₹2.2 L (5.76%)Rejected-Finance OPPOSITE GATE NO 2 NORTH BENGAL UNIVERSITY PO N B U DIST DARJEELING WB | DARJEELING | DARJEELING | WEST BENGAL | 734013 | ₹40.5 L+₹2.2 L (5.76%) | L4 | Rejected-Finance Not the lowest bidder |
| 5 | L5₹40.6 L+₹2.4 L (6.21%)Rejected-Finance SUKANTAPALLI LOWER BAGDOGRA PO BAGDOGRA DISTRICT DARJEELING WEST BENGAL PIN 734014 | BAGDOGRA | DARJEELING | WEST BENGAL | 734014 | ₹40.6 L+₹2.4 L (6.21%) | L5 | Rejected-Finance Not the lowest bidder |
| Sl No | Description | Qty | Unit | M/S Vaishno Constructions L4 | UNIVERSAL CONSTRUCTION L1 | SRI A B SEN L7 | M/S KAR CONSTRUCTION L8 | M/S GURUNG CONSTRUCTION L5 | GOUTAM KUMAR GHOSH L2 | SUJATA TRADERS L3 | M/S UTTAM ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 1,009 | Sqm | 34 ₹34,306 | 30 ₹30,270 | 35 ₹35,315 | 28 ₹28,252 Lowest | 32 ₹32,288 | 32 ₹32,288 | 30 ₹30,270 | 33 ₹33,297 |
| 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. | 39.2 | Cum | 441 ₹17,287.2 | 390 ₹15,288 | 449 ₹17,600.8 | 402 ₹15,758.4 | 406 ₹15,915.2 | 421 ₹16,503.2 | 386 ₹15,131.2 Lowest | 425 ₹16,660 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 19 | Cum | 161 ₹3,059 | 140 ₹2,660 | 144 ₹2,736 | 158 ₹3,002 | 139 ₹2,641 Lowest | 150 ₹2,850 | 150 ₹2,850 | 161 ₹3,059 |
| 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. | 18 | Each | 309 ₹5,562 | 300 ₹5,400 | 312 ₹5,616 | 297 ₹5,346 Lowest | 345 ₹6,210 | 324 ₹5,832 | 303 ₹5,454 | 345 ₹6,210 |
| 5.00 | 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. | 10 | Cum | 1,000 ₹10,000 | 1,000 ₹10,000 | 1,130 ₹11,300 | 1,100 ₹11,000 | 1,050 ₹10,500 | 1,060 ₹10,600 | 980 ₹9,800 Lowest | 1,040 ₹10,400 |
| 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. | 18 | Cum | 138 ₹2,484 | 120 ₹2,160 Lowest | 120 ₹2,160 Lowest | 126 ₹2,268 | 138 ₹2,484 | 122 ₹2,196 | 131 ₹2,358 | 126 ₹2,268 |
| 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. | 37.85 | Cum | 1,648 ₹62,376.8 | 1,600 ₹60,560 | 1,808 ₹68,432.8 | 1,584 ₹59,954.4 Lowest | 1,680 ₹63,588 | 1,728 ₹65,404.8 | 1,696 ₹64,193.6 | 1,808 ₹68,432.8 |
| 8.00 | 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. | 3.5 | Cum | 7,350 ₹25,725 | 7,000 ₹24,500 | 6,860 ₹24,010 Lowest | 6,930 ₹24,255 | 7,840 ₹27,440 | 7,910 ₹27,685 | 7,350 ₹25,725 | 7,980 ₹27,930 |
| 9.00 | M&L for cement concrete 1:2:4 type B2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 17.4 | Cum | 9,690 ₹1,68,606 | 8,500 ₹1,47,900 Lowest | 9,435 ₹1,64,169 | 8,840 ₹1,53,816 | 9,095 ₹1,58,253 | 8,755 ₹1,52,337 | 8,500 ₹1,47,900 Lowest | 8,500 ₹1,47,900 Lowest |
| 10.00 | M&L for Providing precast ce- ment concrete type C1, 1:3:6 using 20mm graded crushed stone aggregate in window or door cills, lintels,bressumers, steps,quoin blocks (foruse with ma sonry), string courses, copings.kneelers, apex stones, pier caps,columns, posts,boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling).corbels, brackets,etc. (of any section indicated), with plain fair faces,including cham fers, weatherings,throat- ing etc. and setting in cement mortar 1:6 complete with joints to match complete all as specified and directed. | 0.34 | Cum | 9,090 ₹3,090.6 | 9,000 ₹3,060 | 9,720 ₹3,304.8 | 10,170 ₹3,457.8 | 9,810 ₹3,335.4 | 10,350 ₹3,519 | 8,820 ₹2,998.8 Lowest | 9,270 ₹3,151.8 |
Tender Value
₹38.3 L
EMD Value
₹76,560
Closing Date
6 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
PROVN OF PCC HARDSTANDING AT MT VEH PARKING AREA COVERED CYCLE SCOOTER PARKING SHED NEAR DEPOT GATE OPEN SHED WITH HARDSTANDING COVERED SHED FOR PARKING IN FRONT OF MAIN OFFICE AND PARKING SHED AT GURUDWARA AT TECH AREA UNDER AGE BR I OF GE BENGDUBI
2026_MES_778990_1
8883/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹76,560
Yes
28 Aug 2026
16 Jul 2026
8 Aug 2026
16 Jul 2026
6 Aug 2026
30 Jul 2026
17 Jul 2026 - 23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 1,009 | 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. | 39.2 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 19 | 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. | 18 | Each | - | - |
| 5 | 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. | 10 | 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. | 18 | 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. | 37.85 | Cum | - | - |
| 8 | 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. | 3.5 | Cum | - | - |
| 9 | M&L for cement concrete 1:2:4 type B2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 17.4 | Cum | - | - |
| 10 | M&L for Providing precast ce- ment concrete type C1, 1:3:6 using 20mm graded crushed stone aggregate in window or door cills, lintels,bressumers, steps,quoin blocks (foruse with ma sonry), string courses, copings.kneelers, apex stones, pier caps,columns, posts,boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling).corbels, brackets,etc. (of any section indicated), with plain fair faces,including cham fers, weatherings,throat- ing etc. and setting in cement mortar 1:6 complete with joints to match complete all as specified and directed. | 0.34 | Cum | - | - |
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