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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.7 LAdmitted-Finance SAHEBPARA RAOD UPPER BAGDOGRA P O BAGDOGRA DISTRICT DARJEELING WEST BENGAL PIN 734014 | BAGDOGRA | DARJEELING | WEST BENGAL | 734014 | ₹46.7 L | L1 | Admitted-Finance |
| 2 | L2₹51.4 L+₹4.7 L (10.1%)Admitted-Finance | ₹51.4 L+₹4.7 L (10.1%) | L2 | Admitted-Finance |
| 3 | L3₹52.1 L+₹5.4 L (11.5%)Admitted-Finance OPPOSITE GATE NO 2 NORTH BENGAL UNIVERSITY PO N B U DIST DARJEELING WB | DARJEELING | DARJEELING | WEST BENGAL | 734013 | ₹52.1 L+₹5.4 L (11.5%) | L3 | Admitted-Finance |
| 4 | L4₹53.3 L+₹6.5 L (14.0%)Admitted-Finance STALIN NAGAR PANIGHATA ROAD PO BAGDOGRA DIST DARJEELING WB | BAGDOGRA | DARJEELING | WEST BENGAL | 734422 | ₹53.3 L+₹6.5 L (14.0%) | L4 | Admitted-Finance |
| 5 | L5₹54.1 L+₹7.4 L (15.8%)Admitted-Finance | ₹54.1 L+₹7.4 L (15.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Vaishno Constructions L3 | UNIVERSAL CONSTRUCTION L2 | M/S G D CONSTRUCTION L1 | M/S GENERAL TRADERS L5 | M/S CONTRACTS L4 | SHRI S K BHATTACHARJEE L8 | M/S K M CONSTRUCTION L6 | M/S SEN CONSTRUCTION L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 114 | Cum | 350 ₹39,900 | 330 ₹37,620 | 338 ₹38,532 | 300 ₹34,200 Lowest | 310 ₹35,340 | 350 ₹39,900 | 310 ₹35,340 | 320 ₹36,480 |
| 2.00 | Excavating in trenches exc1.5m but not exc 3.0m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sqm on plan and n.exc 1.5m in depth and getting out. in soft/loose soil complete all as specified and directed. | 6 | Cum | 380 ₹2,280 | 380 ₹2,280 | 348 ₹2,088 | 335 ₹2,010 | 330 ₹1,980 | 350 ₹2,100 | 330 ₹1,980 | 320 ₹1,920 Lowest |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 105 | Cum | 170 ₹17,850 | 180 ₹18,900 | 162 ₹17,010 | 125 ₹13,125 | 120 ₹12,600 Lowest | 135 ₹14,175 | 120 ₹12,600 Lowest | 130 ₹13,650 |
| 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. | 450 | Each | 460 ₹2,07,000 | 400 ₹1,80,000 | 422 ₹1,89,900 | 335 ₹1,50,750 Lowest | 340 ₹1,53,000 | 375 ₹1,68,750 | 350 ₹1,57,500 | 360 ₹1,62,000 |
| 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. | 15 | Cum | 280 ₹4,200 | 290 ₹4,350 | 224 ₹3,360 | 130 ₹1,950 | 128 ₹1,920 Lowest | 140 ₹2,100 | 135 ₹2,025 | 145 ₹2,175 |
| 6.00 | M&L for cement concrete 1:4:8 type D2,using 40mm graded stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 4.2 | Cum | 6,600 ₹27,720 | 6,400 ₹26,880 Lowest | 6,600 ₹27,720 | 6,500 ₹27,300 | 6,400 ₹26,880 Lowest | 7,000 ₹29,400 | 6,400 ₹26,880 Lowest | 6,800 ₹28,560 |
| 7.00 | M&L for PCC 1:3:6 type C2, using 40mm graded stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 25 | Cum | 6,700 ₹1,67,500 | 6,500 ₹1,62,500 Lowest | 6,800 ₹1,70,000 | 6,800 ₹1,70,000 | 6,700 ₹1,67,500 | 6,800 ₹1,70,000 | 6,500 ₹1,62,500 Lowest | 6,600 ₹1,65,000 |
| 8.00 | M&L for PCC type C1,1:3:6 using 20mm graded crushed stone agg,in lintels upto 1.5m clear span, cills, steps; 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 water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. | 3.6 | Cum | 7,000 ₹25,200 | 6,800 ₹24,480 Lowest | 7,400 ₹26,640 | 7,100 ₹25,560 | 7,000 ₹25,200 | 7,000 ₹25,200 | 7,000 ₹25,200 | 7,000 ₹25,200 |
| 9.00 | M&L for Providing, cement concrete 1:2:4 type-B1 in lintels upto 1.5m clear span, cills, steps; 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. | 2 | Cum | 8,000 ₹16,000 | 7,800 ₹15,600 | 7,800 ₹15,600 | 7,500 ₹15,000 | 7,400 ₹14,800 | 7,000 ₹14,000 Lowest | 7,800 ₹15,600 | 7,500 ₹15,000 |
| 10.00 | M&L for Providing precast ce- ment concrete type C1, 1:3:6 using 20mm graded 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. | 0.5 | Cum | 7,000 ₹3,500 | 7,400 ₹3,700 | 7,400 ₹3,700 | 6,750 ₹3,375 Lowest | 6,800 ₹3,400 | 7,000 ₹3,500 | 6,800 ₹3,400 | 7,000 ₹3,500 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
24 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
REPAIR CLEANING TO SEWAGE LINE AND DRAINAGE FOR BDE KLP INCLUDING OTHER UNITS OF SILIGURI ZONE UNDER AGE BR I OF GE BENGDUBI
2026_MES_780586_1
8856/E8
Open Tender
Civil Works
Item Rate
300 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹90,000
Yes
17 Sept 2026
24 Jul 2026
26 Aug 2026
24 Jul 2026
24 Aug 2026
10 Aug 2026
25 Jul 2026 - 31 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. | 114 | Cum | - | - |
| 2 | Excavating in trenches exc1.5m but not exc 3.0m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sqm on plan and n.exc 1.5m in depth and getting out. in soft/loose soil complete all as specified and directed. | 6 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 105 | 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. | 450 | Each | - | - |
| 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. | 15 | Cum | - | - |
| 6 | M&L for cement concrete 1:4:8 type D2,using 40mm graded stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 4.2 | Cum | - | - |
| 7 | M&L for PCC 1:3:6 type C2, using 40mm graded stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 25 | Cum | - | - |
| 8 | M&L for PCC type C1,1:3:6 using 20mm graded crushed stone agg,in lintels upto 1.5m clear span, cills, steps; 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 water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. | 3.6 | Cum | - | - |
| 9 | M&L for Providing, cement concrete 1:2:4 type-B1 in lintels upto 1.5m clear span, cills, steps; 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. | 2 | Cum | - | - |
| 10 | M&L for Providing precast ce- ment concrete type C1, 1:3:6 using 20mm graded 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. | 9 | Cum | - | - |
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