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Tender ID
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₹39.9 LAdmitted-Finance ASHIRBAD APARTMENT GANDHI S HOUSE RAMKRISHNA ROAD ASHRAMPARA SILIGURI 01 | L1 | Admitted-Finance | |
| 2 | L2₹42.5 L+₹2.6 L (6.49%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹42.8 L+₹2.9 L (7.26%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹42.9 L+₹3.0 L (7.64%)Admitted-Finance BAGHAJATIN ROAD P O SILIGURI DIST DARJEELING PIN 734001 WB | DARJEELING | WEST BENGAL | 734001 | L4 | Admitted-Finance | |
| 5 | L5₹43.0 L+₹3.1 L (7.81%)Admitted-Finance 73 RAJA RAMMOHAN ROY ROAD HAKIMPARA SILIGURI | SILIGURI | DARJEELING | WEST BENGAL | 734001 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R K UDYOG L6 | M/S RANEN PAL L4 | DEEP ENTERPRISE L2 | M/S ASHRAFI CONSTRUCTION L8 | R N De L1 | MASSIVE CONSTRUCTION L5 | M/s B. K. Ghosh and Co. L3 | VICKY ENTERPRISES L9 | M/S EASTERN ENGINEERING L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 99.15 | Sqm | 41 ₹4,065.15 | 38 ₹3,767.7 Lowest | 45 ₹4,461.75 | 44 ₹4,362.6 | 39 ₹3,866.85 | 39.5 ₹3,916.43 | 42 ₹4,164.3 | 38 ₹3,767.7 Lowest | 55 ₹5,453.25 |
| 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. | 45.43 | Cum | 282 ₹12,811.26 | 275 ₹12,493.25 Lowest | 298 ₹13,538.14 | 280 ₹12,720.4 | 280 ₹12,720.4 | 284 ₹12,902.12 | 285 ₹12,947.55 | 285 ₹12,947.55 | 290 ₹13,174.7 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 21.09 | Cum | 95 ₹2,003.55 | 87 ₹1,834.83 | 85 ₹1,792.65 | 83 ₹1,750.47 Lowest | 90 ₹1,898.1 | 91.4 ₹1,927.63 | 92 ₹1,940.28 | 88 ₹1,855.92 | 102 ₹2,151.18 |
| 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. | 237 | Each | 192 ₹45,504 | 193 ₹45,741 | 210 ₹49,770 | 190 ₹45,030 Lowest | 190 ₹45,030 Lowest | 195 ₹46,215 | 194 ₹45,978 | 198 ₹46,926 | 211 ₹50,007 |
| 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. | 7.5 | Cum | 1,160 ₹8,700 | 1,125 ₹8,437.5 | 1,120 ₹8,400 Lowest | 1,255 ₹9,412.5 | 1,750 ₹13,125 | 1,160 ₹8,700 | 1,170 ₹8,775 | 1,165 ₹8,737.5 | 1,152 ₹8,640 |
| 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. | 22.84 | Cum | 172 ₹3,928.48 | 167 ₹3,814.28 Lowest | 170 ₹3,882.8 | 185 ₹4,225.4 | 170 ₹3,882.8 | 174 ₹3,974.16 | 175 ₹3,997 | 178 ₹4,065.52 | 195 ₹4,453.8 |
| 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. | 5.52 | Cum | 1,870 ₹10,322.4 | 1,863 ₹10,283.76 | 1,820 ₹10,046.4 Lowest | 1,990 ₹10,984.8 | 1,850 ₹10,212 | 1,894 ₹10,454.88 | 1,875 ₹10,350 | 2,000 ₹11,040 | 1,852 ₹10,223.04 |
| 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. | 2.3 | Cum | 4,970 ₹11,431 | 4,963 ₹11,414.9 | 4,790 ₹11,017 Lowest | 5,110 ₹11,753 | 4,950 ₹11,385 | 5,108 ₹11,748.4 | 4,975 ₹11,442.5 | 5,200 ₹11,960 | 4,952 ₹11,389.6 |
| 9.00 | M&L for pain Cement Concrete (1:2:4) type B1 using 20mm graded crushed stone aggregate as in PCC blocks of size 20Cmx 20Cmx20Cm complete all as specified and directed. | 0.5 | Cum | 7,970 ₹3,985 | 7,963 ₹3,981.5 | 8,400 ₹4,200 | 8,500 ₹4,250 | 7,950 ₹3,975 Lowest | 8,190 ₹4,095 | 7,990 ₹3,995 | 8,200 ₹4,100 | 7,952 ₹3,976 |
Tender Value
₹42.0 L
EMD Value
₹83,900
Closing Date
17 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
SPECIAL REPAIRS OF EXISTING FENCE IN WKSP AREA, PROVN OF GUARD ROOM WITH BATHROOM NEAR SANTUSHTI SHOPPING CENTRE AND STORE ROOM AT AGE B/R-II OFFICE PREMISES UNDER AGE B/R-II AND AGE E/M OF GE SUKNA AT MIL STN SUKNA
2026_MES_790065_1
GE Sukna/9188
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹83,900
23 Oct 2026
21 Sept 2026
20 Oct 2026
22 Sept 2026
17 Oct 2026
10 Oct 2026
22 Sept 2026 - 17 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. | 99.15 | 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. | 45.43 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 21.09 | 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. | 237 | 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. | 7.5 | 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. | 22.84 | 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. | 5.52 | 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. | 2.3 | Cum | - | - |
| 9 | M&L for pain Cement Concrete (1:2:4) type B1 using 20mm graded crushed stone aggregate as in PCC blocks of size 20Cmx 20Cmx20Cm complete all as specified and directed. | 0.5 | Cum | - | - |
| 10 | M&L for cement concrete 1:2:4 type C-2 (40 mm graded crushed stone aggregate) in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed. | 28.76 | Cum | - | - |
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