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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.9 LAdmitted-Finance SALKAVITA RAJA RARNMOHANPUR PO NORTH BENGAL UNIVERSITY DIST DARJEELING PIN 734013 | DARJEELING | WEST BENGAL | 734013 | ₹44.9 L | L1 | Admitted-Finance |
| 2 | L2₹50.0 L+₹5.2 L (11.5%)Admitted-Finance VILL DANGAPARA NEAR SAHID BEDI PO RAHARAH PS KHARDAH KOLKATA 700 118 | 24 PARAGANAS NORTH | WEST BENGAL | 700118 | ₹50.0 L+₹5.2 L (11.5%) | L2 | Admitted-Finance |
| 3 | L3₹50.1 L+₹5.3 L (11.7%)Admitted-Finance 30 HAREN MUKHERJEE ROAD HAKIMPARA SILIGURI 734 001 DARIEELING WB | DARJEELING | WEST BENGAL | 734001 | ₹50.1 L+₹5.3 L (11.7%) | L3 | Admitted-Finance |
| 4 | L4₹50.3 L+₹5.5 L (12.2%)Admitted-Finance 45 9 6 BAGHAJATIN COLONY PO PRADHAN NAGAR SILIGURI 734 403 DIST DARJEELING WB | 734403 | ₹50.3 L+₹5.5 L (12.2%) | L4 | Admitted-Finance |
| 5 | L5₹50.4 L+₹5.5 L (12.3%)Admitted-Finance NEW BANSBARI NH 34 PO JHALJHALIA DIST MALDA PIN 732 102 | MALDAH | WEST BENGAL | 732102 | ₹50.4 L+₹5.5 L (12.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s TRIMURTI ASSOCIATE L6 | M/S GLORIOUS CONSTRUCTION L7 | DAS AND GHOSH CONSTRUCTION L1 | G C DUTTA N CO L8 | SHANTI UDYOG L2 | MS ORIENT ENGINEERING WORKS L3 | Jagatbandhu Enterprises L4 | M/S EASTERN ENGINEERING L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 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. | 42 | Cum | 265 ₹11,130 | 265 ₹11,130 | 260 ₹10,920 | 270 ₹11,340 | 265 ₹11,130 | 260 ₹10,920 | 250 ₹10,500 Lowest | 260 ₹10,920 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 36 | Cum | 95 ₹3,420 | 95 ₹3,420 | 90 ₹3,240 | 100 ₹3,600 | 85 ₹3,060 Lowest | 95 ₹3,420 | 85 ₹3,060 Lowest | 90 ₹3,240 |
| 3.00 | 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. | 260 | Each | 110 ₹28,600 | 105 ₹27,300 | 80 ₹20,800 Lowest | 122 ₹31,720 | 105 ₹27,300 | 110 ₹28,600 | 95 ₹24,700 | 100 ₹26,000 |
| 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. | 2 | Cum | 855 ₹1,710 | 890 ₹1,780 | 800 ₹1,600 Lowest | 860 ₹1,720 | 840 ₹1,680 | 860 ₹1,720 | 830 ₹1,660 | 850 ₹1,700 |
| 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 | Cum | 105 ₹630 | 105 ₹630 | 100 ₹600 | 125 ₹750 | 90 ₹540 Lowest | 110 ₹660 | 95 ₹570 | 120 ₹720 |
| 6.00 | M&L for loose filling with aggregates broken bricks of gauge 80 to 150mm in soakage pits, soakage wells complete all as specified and directed. | 6 | Cum | 4,210 ₹25,260 | 4,300 ₹25,800 | 4,200 ₹25,200 | 4,225 ₹25,350 | 4,210 ₹25,260 | 4,300 ₹25,800 | 4,100 ₹24,600 Lowest | 4,300 ₹25,800 |
| 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. | 20 | Cum | 4,110 ₹82,200 | 4,150 ₹83,000 | 3,800 ₹76,000 Lowest | 4,125 ₹82,500 | 4,120 ₹82,400 | 4,200 ₹84,000 | 4,000 ₹80,000 | 4,200 ₹84,000 |
| 8.00 | M&L for PCC 1:3:6 type C2, using 40mm graded crushed stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 40 | Cum | 4,710 ₹1,88,400 | 4,750 ₹1,90,000 | 4,500 ₹1,80,000 Lowest | 4,735 ₹1,89,400 | 4,710 ₹1,88,400 | 4,800 ₹1,92,000 | 4,717 ₹1,88,680 | 4,800 ₹1,92,000 |
| 9.00 | M&L for Cement Concrete (1:2:4) type B2 using 40mm graded crushed stone aggregate as in surface channel and drain complete all as specified and directed. | 2 | Cum | 5,810 ₹11,620 | 5,900 ₹11,800 | 5,800 ₹11,600 | 5,836 ₹11,672 | 5,820 ₹11,640 | 5,800 ₹11,600 | 5,750 ₹11,500 Lowest | 5,800 ₹11,600 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
25 Aug 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
REPAIRS TO BOUNDARY WALL FENCING PATH HARDSTANDING AND OTHER EXTERNAL SERVICES ETC AT U AREA UNDER AGE B/R-I OF GE SUKNA AT MIL STN SUKNA
2026_MES_782683_1
GE Sukna/9128
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹90,000
31 Aug 2026
4 Aug 2026
27 Aug 2026
5 Aug 2026
25 Aug 2026
18 Aug 2026
5 Aug 2026 - 25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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. | 42 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 36 | Cum | - | - |
| 3 | 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. | 260 | Each | - | - |
| 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. | 2 | 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. | 6 | Cum | - | - |
| 6 | M&L for loose filling with aggregates broken bricks of gauge 80 to 150mm in soakage pits, soakage wells complete all as specified and directed. | 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. | 20 | Cum | - | - |
| 8 | M&L for PCC 1:3:6 type C2, using 40mm graded crushed stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 40 | Cum | - | - |
| 9 | M&L for Cement Concrete (1:2:4) type B2 using 40mm graded crushed stone aggregate as in surface channel and drain complete all as specified and directed. | 2 | Cum | - | - |
| 10 | 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. | 5 | Cum | - | - |
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