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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.0 LAccepted-AOC | ₹28.0 L Quoted ₹29.2 L | L1 | Accepted-AOC Being the lowest bidder |
| 2 | L2₹31.2 L+₹2.0 L (6.96%)Rejected-Finance H 778 WARD NO 38 EAST VIVEKANANDA PALLY NAZRUL SARANI PO RABINDRA SARANI SILIGURI DIST DARJEELING WB | JALPAIGURI | WEST BENGAL | 734006 | ₹31.2 L+₹2.0 L (6.96%) | L2 | Rejected-Finance Not lowest bidder |
| 3 | L3₹32.9 L+₹3.7 L (12.7%)Rejected-Finance | ₹32.9 L+₹3.7 L (12.7%) | L3 | Rejected-Finance Not lowest bidder |
| 4 | L4₹33.2 L+₹4.0 L (13.7%)Rejected-Finance 10 UDAY SHANKAR SARANI SEVOKE ROAD SILIGURI DIST DARJEELING WB PIN 734 001 | JALPAIGURI | WEST BENGAL | 734001 | ₹33.2 L+₹4.0 L (13.7%) | L4 | Rejected-Finance Not lowest bidder |
| 5 | L5₹33.5 L+₹4.4 L (15.0%)Rejected-Finance | ₹33.5 L+₹4.4 L (15.0%) | L5 | Rejected-Finance Not lowest bidder |
| Sl No | Description | Qty | Unit | Paritosh Saha L4 | GAYATRI BUIDERS L6 | M/S KAR CONSTRUCTION L7 | SRI A B SEN L5 | BISWAJIT SAHA L1 | MILAN GHOSH L2 | PANKAJ KUNDU 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. | 5 | Cum | 215 ₹1,075 | 208 ₹1,040 | 215 ₹1,075 | 205 ₹1,025 | 200 ₹1,000 Lowest | 210 ₹1,050 | 288 ₹1,440 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 3 | Cum | 165 ₹495 | 170 ₹510 | 175 ₹525 | 162 ₹486 | 150 ₹450 Lowest | 155 ₹465 | 172 ₹516 |
| 3.00 | 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. | 2 | Cum | 120 ₹240 | 115 ₹230 | 115 ₹230 | 112 ₹224 | 100 ₹200 Lowest | 110 ₹220 | 117 ₹234 |
| 4.00 | M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. | 45 | RM | 165 ₹7,425 | 160 ₹7,200 | 175 ₹7,875 | 165 ₹7,425 | 150 ₹6,750 Lowest | 160 ₹7,200 | 160 ₹7,200 |
| 5.00 | M&L for Treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to
match the existing floors complete all as specified and directed. | 42 | Sqm | 370 ₹15,540 | 365 ₹15,330 | 380 ₹15,960 | 362 ₹15,204 | 350 ₹14,700 Lowest | 360 ₹15,120 | 367 ₹15,414 |
| 6.00 | M&L cement concrete 1:5:10 type E-2 using graded brick coarse aggregates as in sunken portions etc complete all as specified and directed | 0.6 | Cum | 4,800 ₹2,880 | 5,000 ₹3,000 | 4,900 ₹2,940 | 5,120 ₹3,072 | 4,500 ₹2,700 Lowest | 5,100 ₹3,060 | 5,210 ₹3,126 |
| 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. | 1 | Cum | 5,250 ₹5,250 | 5,300 ₹5,300 | 5,500 ₹5,500 | 5,110 ₹5,110 | 5,000 ₹5,000 Lowest | 5,050 ₹5,050 | 5,150 ₹5,150 |
| 8.00 | 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. | 1.5 | Cum | 7,250 ₹10,875 | 730 ₹1,095 Lowest | 7,580 ₹11,370 | 7,250 ₹10,875 | 7,000 ₹10,500 | 7,150 ₹10,725 | 7,250 ₹10,875 |
| 9.00 | 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. | 0.4 | Cum | 9,050 ₹3,620 | 8,850 ₹3,540 | 9,100 ₹3,640 | 8,170 ₹3,268 | 8,000 ₹3,200 Lowest | 8,150 ₹3,260 | 8,168 ₹3,267.2 |
| 10.00 | 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 | 9,100 ₹910 | 9,150 ₹915 | 9,200 ₹920 | 8,600 ₹860 | 8,500 ₹850 Lowest | 8,550 ₹855 | 8,596 ₹859.6 |
Tender Value
₹28.1 L
EMD Value
₹56,240
Closing Date
28 May 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
SPL REPAIR TO MD ACCN BLDG NO EOR37 193 194 195 AND 196 AT E ZONE UNDER AGE BR II AND AGE EM OF GE BENGDUBI
2026_MES_763965_1
8832/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹56,240
Yes
1 Sept 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. | 5 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 3 | Cum | - | - |
| 3 | 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 | - | - |
| 4 | M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. | 45 | RM | - | - |
| 5 | M&L for Treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to
match the existing floors complete all as specified and directed. | 42 | Sqm | - | - |
| 6 | M&L cement concrete 1:5:10 type E-2 using graded brick coarse aggregates as in sunken portions etc complete all as specified and directed | 0.6 | 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. | 1 | Cum | - | - |
| 8 | 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. | 1.5 | Cum | - | - |
| 9 | 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. | 0.4 | Cum | - | - |
| 10 | 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 | - | - |
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