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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.9 LAccepted-AOC 14 NATIONAL COMMERCE HOUSE BUILDING CHURCH ROAD SILIGURI DAJEELING WEST BENGAL 734001 | DARJEELING | WEST BENGAL | 734001 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹48.7 L+₹1.4 L (3.00%)Rejected-Finance | L2 | Rejected-Finance Being other than L1 | |
| 3 | L3₹49.2 L+₹2.0 L (4.19%)Rejected-Finance | L3 | Rejected-Finance Being other than L1 | |
| 4 | L4₹50.0 L+₹2.7 L (5.78%)Rejected-Finance 174 BAKSARA L M C SARANI JAMRULTALA HOWRAH WEST BENGAL 711110 | HOWRAH | WEST BENGAL | 711110 | L4 | Rejected-Finance Being other than L1 | |
| 5 | L5₹50.8 L+₹3.5 L (7.50%)Rejected-Finance SUKANTAPALLI LOWER BAGDOGRA PO BAGDOGRA DISTRICT DARJEELING WEST BENGAL PIN 734014 | BAGDOGRA | DARJEELING | WEST BENGAL | 734014 | L5 | Rejected-Finance Being other than L1 |
| Sl No | Description | Qty | Unit | M/S GURUNG CONSTRUCTION L5 | MS CHOWDHURY ENTERPRISE L4 | M/S POWER ENGINEERS L7 | PRADIP KUMAR BOSE L8 | M/S GENERAL TRADERS L2 | NEO BUILDERS L6 | KAMALA INDUSTRIES L1 | REEJU BANIK L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 24.87 | Cum | 350 ₹8,704.5 | 325 ₹8,082.75 | 330 ₹8,207.1 | 290 ₹7,212.3 Lowest | 300 ₹7,461 | 340 ₹8,455.8 | 300 ₹7,461 | 320 ₹7,958.4 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 8.94 | Cum | 150 ₹1,341 | 115 ₹1,028.1 | 130 ₹1,162.2 | 140 ₹1,251.6 | 120 ₹1,072.8 | 110 ₹983.4 Lowest | 120 ₹1,072.8 | 130 ₹1,162.2 |
| 3.00 | 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. | 7.5 | Cum | 1,050 ₹7,875 Lowest | 1,100 ₹8,250 | 1,150 ₹8,625 | 1,300 ₹9,750 | 1,160 ₹8,700 | 1,200 ₹9,000 | 1,100 ₹8,250 | 1,250 ₹9,375 |
| 4.00 | 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. | 15.93 | Cum | 240 ₹3,823.2 | 190 ₹3,026.7 Lowest | 200 ₹3,186 | 250 ₹3,982.5 | 195 ₹3,106.35 | 220 ₹3,504.6 | 200 ₹3,186 | 220 ₹3,504.6 |
| 5.00 | 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. | 6.1 | Cum | 2,850 ₹17,385 | 2,650 ₹16,165 | 2,900 ₹17,690 | 2,800 ₹17,080 | 2,570 ₹15,677 Lowest | 2,750 ₹16,775 | 2,600 ₹15,860 | 2,700 ₹16,470 |
| 6.00 | 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. | 3.3 | Cum | 6,200 ₹20,460 | 5,700 ₹18,810 | 5,920 ₹19,536 | 5,800 ₹19,140 | 5,600 ₹18,480 | 5,750 ₹18,975 | 5,500 ₹18,150 Lowest | 6,000 ₹19,800 |
| 7.00 | M&L for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in copping and filling in back of chowkat the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. | 0.8 | Cum | 6,400 ₹5,120 | 6,250 ₹5,000 | 6,750 ₹5,400 | 6,300 ₹5,040 | 5,900 ₹4,720 Lowest | 6,700 ₹5,360 | 6,000 ₹4,800 | 6,500 ₹5,200 |
| 8.00 | 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. | 1.2 | Cum | 7,800 ₹9,360 | 7,720 ₹9,264 | 7,250 ₹8,700 | 7,400 ₹8,880 | 7,200 ₹8,640 | 6,900 ₹8,280 Lowest | 7,000 ₹8,400 | 7,500 ₹9,000 |
| 9.00 | M&L for R.C.C, Nominal mix of 1:1.5:3 using 20 mm graded crushed stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves etc all as specified and directed. | 0.8 | Cum | 8,600 ₹6,880 | 8,350 ₹6,680 | 8,200 ₹6,560 | 8,700 ₹6,960 | 8,250 ₹6,600 | 8,000 ₹6,400 Lowest | 8,000 ₹6,400 Lowest | 8,500 ₹6,800 |
| 10.00 | M&L for R.C.C 1:2:4 (Nominal mix) type B-1using 20 mm graded crushed stone aggregate for Chajjas and like etc. complete all as specified and directed. | 0.8 | Cum | 8,600 ₹6,880 | 8,350 ₹6,680 | 8,200 ₹6,560 | 8,700 ₹6,960 | 8,250 ₹6,600 | 8,000 ₹6,400 Lowest | 8,000 ₹6,400 Lowest | 8,500 ₹6,800 |
Tender Value
₹46.0 L
EMD Value
₹91,900
Closing Date
5 Mar 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
PROVN OF 01 X STORE ROOM AT BSO YARD AND SPL REPAIR TO MD ACCN IN B ZONE UNDER AGE BR I AND AGE EM OF GE BENGDUBI
2026_MES_752294_1
8785/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹91,900
Yes
23 Mar 2026
12 Feb 2026
7 Mar 2026
12 Feb 2026
5 Mar 2026
26 Feb 2026
13 Feb 2026 - 19 Feb 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. | 24.87 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 8.94 | Cum | - | - |
| 3 | 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. | 7.5 | Cum | - | - |
| 4 | 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. | 15.93 | Cum | - | - |
| 5 | 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. | 6.1 | Cum | - | - |
| 6 | 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. | 3.3 | Cum | - | - |
| 7 | M&L for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in copping and filling in back of chowkat the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. | 0.8 | Cum | - | - |
| 8 | 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. | 1.2 | Cum | - | - |
| 9 | M&L for R.C.C, Nominal mix of 1:1.5:3 using 20 mm graded crushed stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves etc all as specified and directed. | 0.8 | Cum | - | - |
| 10 | M&L for R.C.C 1:2:4 (Nominal mix) type B-1using 20 mm graded crushed stone aggregate for Chajjas and like etc. complete all as specified and directed. | 0.8 | Cum | - | - |
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