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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹39.9 L+₹1.4 L (3.68%)Admitted-Finance ASHIRBAD APARTMENT GANDHI S HOUSE RAMKRISHNA ROAD ASHRAMPARA SILIGURI 01 | L2 | Admitted-Finance | |
| 3 | L3₹42.7 L+₹4.2 L (10.9%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹43.1 L+₹4.6 L (12.1%)Admitted-Finance 54 SATYEN BOSE ROAD DESHBANDHUPARA SILIGURI 734 004 | JALPAIGURI | WEST BENGAL | 734004 | L4 | Admitted-Finance | |
| 5 | L5₹43.2 L+₹4.7 L (12.3%)Admitted-Finance 73 RAJA RAMMOHAN ROY ROAD HAKIMPARA SILIGURI | SILIGURI | DARJEELING | WEST BENGAL | 734001 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S G S ASSOCIATES L4 | Janata Enterprises L9 | M/S GLORIOUS CONSTRUCTION L7 | DEEP ENTERPRISE L3 | R N De L2 | MASSIVE CONSTRUCTION L5 | SHIVALAYA ENTERPRISES L6 | N B CIVILTECH L1 | A K ENTERPRISES L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 236 | Sqm | 42 ₹9,912 | 39 ₹9,204 | 40 ₹9,440 | 42 ₹9,912 | 39 ₹9,204 | 50 ₹11,800 | 45 ₹10,620 | 35 ₹8,260 Lowest | 49 ₹11,564 |
| 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. | 155.71 | Cum | 290 ₹45,155.9 | 280 ₹43,598.8 | 300 ₹46,713 | 278 ₹43,287.38 | 245 ₹38,148.95 | 292 ₹45,467.32 | 290 ₹45,155.9 | 181 ₹28,183.51 Lowest | 300 ₹46,713 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 23.49 | Cum | 95 ₹2,231.55 | 90 ₹2,114.1 | 95 ₹2,231.55 | 90 ₹2,114.1 | 90 ₹2,114.1 | 110 ₹2,583.9 | 95 ₹2,231.55 | 85 ₹1,996.65 Lowest | 110 ₹2,583.9 |
| 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. | 20 | Each | 200 ₹4,000 | 190 ₹3,800 | 198 ₹3,960 | 210 ₹4,200 | 190 ₹3,800 | 200 ₹4,000 | 195 ₹3,900 | 88 ₹1,760 Lowest | 210 ₹4,200 |
| 5.00 | 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. | 28.8 | Cum | 1,200 ₹34,560 | 1,150 ₹33,120 | 1,250 ₹36,000 | 1,140 ₹32,832 Lowest | 1,650 ₹47,520 | 1,160 ₹33,408 | 1,200 ₹34,560 | 1,200 ₹34,560 | 1,200 ₹34,560 |
| 6.00 | 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. | 132.23 | Cum | 200 ₹26,446 | 170 ₹22,479.1 | 180 ₹23,801.4 | 160 ₹21,156.8 | 160 ₹21,156.8 | 180 ₹23,801.4 | 180 ₹23,801.4 | 60 ₹7,933.8 Lowest | 190 ₹25,123.7 |
| 7.00 | 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. | 42.43 | Cum | 2,000 ₹84,860 | 1,950 ₹82,738.5 | 2,100 ₹89,103 | 2,100 ₹89,103 | 1,920 ₹81,465.6 | 1,960 ₹83,162.8 | 2,000 ₹84,860 | 1,850 ₹78,495.5 Lowest | 2,000 ₹84,860 |
| 8.00 | 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. | 4.64 | Cum | 4,500 ₹20,880 | 4,450 ₹20,648 | 4,850 ₹22,504 | 4,455 ₹20,671.2 | 4,900 ₹22,736 | 4,460 ₹20,694.4 | 4,500 ₹20,880 | 3,500 ₹16,240 Lowest | 4,500 ₹20,880 |
| 9.00 | 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. | 0.8 | Cum | 5,200 ₹4,160 | 5,450 ₹4,360 | 5,200 ₹4,160 | 5,240 ₹4,192 | 4,450 ₹3,560 | 5,160 ₹4,128 | 5,500 ₹4,400 | 3,700 ₹2,960 Lowest | 5,200 ₹4,160 |
Tender Value
₹40.5 L
EMD Value
₹80,980
Closing Date
15 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
SPL REPAIR OF DRAINAGE AT SHOPPING COMPLEX AREA, PROVN OF TANK PROTECTION, INTERLOCKING TILES FOR PARKING AREA ALONG WITH SHED AND OVER HEAD SHED FOR GEN SET UNDER AGE B/R-I AND AGE B/R-II OF GE SUKNA AT MIL STN SUKNA
2026_MES_790055_1
GE Sukna/9185
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹80,980
23 Oct 2026
19 Sept 2026
17 Oct 2026
20 Sept 2026
15 Oct 2026
8 Oct 2026
20 Sept 2026 - 15 Oct 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. | 236 | 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. | 155.71 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 23.49 | 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. | 20 | Each | - | - |
| 5 | 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. | 28.8 | Cum | - | - |
| 6 | 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. | 132.23 | Cum | - | - |
| 7 | 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. | 42.43 | Cum | - | - |
| 8 | 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. | 4.64 | Cum | - | - |
| 9 | 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. | 0.8 | 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 4 | Cum | - | - |
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