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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.7 LAdmitted-Finance SOUTH DESHBANDHUPARA BB GHOSH SARANI NEAR DESHBANDHU VIDYAPITH SCHOOL PO SILIGURI TOWN 734004 DIST DARJEELING WB | JALPAIGURI | WEST BENGAL | 734004 | ₹40.7 L | L1 | Admitted-Finance |
| 2 | L2₹41.6 L+₹93,262.50 (2.29%)Admitted-Finance VIVEKANANDA PALLY PO BAGDOGRA DIST DARJEELING PIN 734014 WB | DARJEELING | WEST BENGAL | 734014 | ₹41.6 L+₹93,262.50 (2.29%) | L2 | Admitted-Finance |
| 3 | L3₹42.1 L+₹1.4 L (3.54%)Admitted-Finance | ₹42.1 L+₹1.4 L (3.54%) | L3 | Admitted-Finance |
| 4 | L4₹43.1 L+₹2.4 L (5.89%)Admitted-Finance OPPOSITE GATE NO 2 NORTH BENGAL UNIVERSITY PO N B U DIST DARJEELING WB | DARJEELING | DARJEELING | WEST BENGAL | 734013 | ₹43.1 L+₹2.4 L (5.89%) | L4 | Admitted-Finance |
| 5 | L5₹43.9 L+₹3.2 L (7.90%)Admitted-Finance NORTH BENGAL UNIVERSITY NEEMTALA PO NORTH BENGAL UNIVERSITY DIST DARJEELING WB | ₹43.9 L+₹3.2 L (7.90%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UNIVERSAL CONSTRUCTION L7 | M/S Vaishno Constructions L4 | M/S Joy Construction L3 | MESSERS BEE GEE CONSTRUCTION L5 | T K GANGULY L2 | M/S BOSE CONSTRUCTION L1 | V N ENTERPRISE L8 | M/S UTTAM ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 2,150 | Sqm | 28 ₹60,200 Lowest | 45 ₹96,750 | 38 ₹81,700 | 40 ₹86,000 | 40 ₹86,000 | 35 ₹75,250 | 50 ₹1,07,500 | 30 ₹64,500 |
| 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. | 20.45 | Cum | 395 ₹8,077.75 | 368 ₹7,525.6 | 360 ₹7,362 | 380 ₹7,771 | 355 ₹7,259.75 | 350 ₹7,157.5 Lowest | 420 ₹8,589 | 400 ₹8,180 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 8.99 | Cum | 155 ₹1,393.45 | 158 ₹1,420.42 | 152 ₹1,366.48 | 145 ₹1,303.55 Lowest | 150 ₹1,348.5 | 150 ₹1,348.5 | 165 ₹1,483.35 | 150 ₹1,348.5 |
| 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. | 1.8 | Cum | 915 ₹1,647 Lowest | 965 ₹1,737 | 958 ₹1,724.4 | 980 ₹1,764 | 955 ₹1,719 | 950 ₹1,710 | 935 ₹1,683 | 920 ₹1,656 |
| 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. | 6.6 | Cum | 175 ₹1,155 Lowest | 195 ₹1,287 | 188 ₹1,240.8 | 175 ₹1,155 Lowest | 185 ₹1,221 | 180 ₹1,188 | 177 ₹1,168.2 | 180 ₹1,188 |
| 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. | 2.2 | Cum | 2,050 ₹4,510 | 1,975 ₹4,345 | 1,965 ₹4,323 | 1,999 ₹4,397.8 | 1,955 ₹4,301 | 1,950 ₹4,290 Lowest | 2,232 ₹4,910.4 | 2,040 ₹4,488 |
| 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. | 0.7 | Cum | 5,215 ₹3,650.5 | 5,970 ₹4,179 | 5,962 ₹4,173.4 | 6,120 ₹4,284 | 5,950 ₹4,165 | 5,800 ₹4,060 | 5,225 ₹3,657.5 | 5,200 ₹3,640 Lowest |
| 8.00 | 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. | 0.1 | Cum | 5,225 ₹522.5 Lowest | 7,900 ₹790 | 7,850 ₹785 | 8,100 ₹810 | 7,950 ₹795 | 8,000 ₹800 | 5,245 ₹524.5 | 5,230 ₹523 |
| 9.00 | M&L for reinforced cement concrete nominal mix (1:1.5:3) 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. | 1.5 | Cum | 8,820 ₹13,230 | 8,600 ₹12,900 | 8,550 ₹12,825 | 8,800 ₹13,200 | 8,450 ₹12,675 Lowest | 8,500 ₹12,750 | 8,828 ₹13,242 | 8,750 ₹13,125 |
| 10.00 | M&L for reinforced cement concrete nominal mix (1:1.5:3) using 20 mm graded crushed stone aggregate as in chajja , shelves and like etc. complete all as specified and directed. | 0.03 | Cum | 8,820 ₹264.6 | 8,600 ₹258 | 8,550 ₹256.5 | 8,800 ₹264 | 8,450 ₹253.5 Lowest | 8,500 ₹255 | 8,828 ₹264.84 | 8,750 ₹262.5 |
Tender Value
₹40.7 L
EMD Value
₹81,340
Closing Date
21 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
PROVN OF TOILET NEAR BLDG NO P 252 JCO MESS AT CERTAIN UNIT AND HARDSTANDING FOR VCC UNDER AGE BR I OF GE BENGDUBI
2026_MES_780376_1
8867/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹81,340
Yes
27 Aug 2026
23 Jul 2026
24 Aug 2026
23 Jul 2026
21 Aug 2026
14 Aug 2026
24 Jul 2026 - 30 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. | 2,150 | 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. | 9.86 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 3 | 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. | 1.8 | 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. | 2 | 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. | 2.2 | 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. | 0.7 | Cum | - | - |
| 8 | 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. | 0.1 | 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. | 1.5 | 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. | 0.03 | Cum | - | - |
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