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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.9 LAdmitted-Finance 30 HAREN MUKHERJEE ROAD HAKIMPARA SILIGURI 734 001 DARIEELING WB | DARJEELING | WEST BENGAL | 734001 | ₹46.9 L | L1 | Admitted-Finance |
| 2 | L2₹51.3 L+₹4.4 L (9.41%)Admitted-Finance 45 9 6 BAGHAJATIN COLONY PO PRADHAN NAGAR SILIGURI 734 403 DIST DARJEELING WB | 734403 | ₹51.3 L+₹4.4 L (9.41%) | L2 | Admitted-Finance |
| 3 | L3₹52.0 L+₹5.1 L (10.8%)Admitted-Finance BAGHAJATIN ROAD P O SILIGURI DIST DARJEELING PIN 734001 WB | DARJEELING | WEST BENGAL | 734001 | ₹52.0 L+₹5.1 L (10.8%) | L3 | Admitted-Finance |
| 4 | L4₹52.5 L+₹5.6 L (11.9%)Admitted-Finance SALKAVITA RAJA RARNMOHANPUR PO NORTH BENGAL UNIVERSITY DIST DARJEELING PIN 734013 | DARJEELING | WEST BENGAL | 734013 | ₹52.5 L+₹5.6 L (11.9%) | L4 | Admitted-Finance |
| 5 | L5₹52.5 L+₹5.6 L (12.0%)Admitted-Finance MN SARKAR ROAD MAHANANDAPARA SILIGURI 734401 | DARJEELING | WEST BENGAL | 734401 | ₹52.5 L+₹5.6 L (12.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DAS AND GHOSH CONSTRUCTION L4 | M/S RANEN PAL L3 | ELECTRO WIR WAY L5 | MS ORIENT ENGINEERING WORKS L1 | Janata Enterprises L8 | M/S GLORIOUS CONSTRUCTION L6 | D K SARKAR L7 | Jagatbandhu Enterprises L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Note 1:- (Applicable for all parts/items) : The bidders/contractors are advised to read tender documents & all corrigendum / amendments and general condition of contracts before entry / quoting the rates. Note 2:- Attention to bidder is hereby invited to upload revised BOQ if published during their bid submission. Uploading of incorrect / pre-revised BOQ shall be treated as non-bonafide and rejected. Fixed credit has been given in tender documents which shall be taken into account during acceptance of bid / tender. | |||||||||||
| 1.01 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 45 | Sqm | 16 ₹720 | 20 ₹900 | 20 ₹900 | 15 ₹675 | 35 ₹1,575 | 16 ₹720 | 12 ₹540 Lowest | 22 ₹990 |
| 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. | 8 | Cum | 272 ₹2,176 | 300 ₹2,400 | 300 ₹2,400 | 260 ₹2,080 | 260 ₹2,080 | 265 ₹2,120 | 256 ₹2,048 | 250 ₹2,000 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. | 4 | Cum | 98 ₹392 | 100 ₹400 | 100 ₹400 | 90 ₹360 | 90 ₹360 | 95 ₹380 | 88 ₹352 | 85 ₹340 Lowest |
| 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. | 6 | Cum | 118 ₹708 | 120 ₹720 | 120 ₹720 | 110 ₹660 | 110 ₹660 | 115 ₹690 | 105 ₹630 | 100 ₹600 Lowest |
| 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. | 9.5 | Cum | 1,480 ₹14,060 | 1,500 ₹14,250 | 1,500 ₹14,250 | 1,250 ₹11,875 Lowest | 1,450 ₹13,775 | 1,460 ₹13,870 | 1,550 ₹14,725 | 1,400 ₹13,300 |
| 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. | 10 | Cum | 4,300 ₹43,000 | 4,000 ₹40,000 Lowest | 4,300 ₹43,000 | 4,250 ₹42,500 | 4,500 ₹45,000 | 4,300 ₹43,000 | 4,120 ₹41,200 | 4,100 ₹41,000 |
| 7.00 | 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 in SSR Part-II, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 2.5 | Cum | 6,300 ₹15,750 | 6,000 ₹15,000 Lowest | 6,300 ₹15,750 | 6,100 ₹15,250 | 6,200 ₹15,500 | 6,300 ₹15,750 | 6,320 ₹15,800 | 6,350 ₹15,875 |
| 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. | 3.9 | Cum | 5,300 ₹20,670 | 5,000 ₹19,500 Lowest | 5,300 ₹20,670 | 5,400 ₹21,060 | 5,200 ₹20,280 | 5,600 ₹21,840 | 5,000 ₹19,500 Lowest | 5,350 ₹20,865 |
| 9.00 | M&L for RCC(Nominal mix) type B1, 1:2:4 (using 20mm graded crushed stone aggregate) as in foundation,including rafts,footings,foundation beams plinth beams bases for columns etc. complete all as specified and directed. | 2.5 | Cum | 6,400 ₹16,000 | 6,100 ₹15,250 Lowest | 6,500 ₹16,250 | 6,300 ₹15,750 | 6,300 ₹15,750 | 6,400 ₹16,000 | 6,320 ₹15,800 | 6,350 ₹15,875 |
Tender Value
₹41.6 L
EMD Value
₹83,180
Closing Date
19 Aug 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
SPL REPAIR AND IMPROVEMENT OF OLD VINTAGE INTERNAL ELECTRICAL SUPPLY CONTROL SYSTEM WITH ALLIED WORKS OF OTM ACCN, PROVN OF FLOORING AND SHED AT ADM BLOCK BLDG NO P-555 AND PROVN OF INSPECTION PIT WITH ALLIED WKS AT U AREA SHIVMANDIR UNDER AGE B/R-I
2026_MES_781488_1
GE Sukna/9077
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹83,180
25 Aug 2026
29 Jul 2026
21 Aug 2026
30 Jul 2026
19 Aug 2026
12 Aug 2026
30 Jul 2026 - 19 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 45 | 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. | 8 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 4 | 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. | 6 | 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. | 9.5 | 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. | 10 | Cum | - | - |
| 7 | 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 in SSR Part-II, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 2.5 | 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. | 3.9 | Cum | - | - |
| 9 | M&L for RCC(Nominal mix) type B1, 1:2:4 (using 20mm graded crushed stone aggregate) as in foundation,including rafts,footings,foundation beams plinth beams bases for columns etc. complete all as specified and directed. | 2.5 | Cum | - | - |
| 10 | M&L for RCC (Nominal mix) type B1, 1:2:4 using 20 mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and directed. | 2.5 | Cum | - | - |
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