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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₹40.6 LAdmitted-Finance EAST VIVEKANANDA PALLY MANGAL PANDEY SARANI PO RABINDRA SARANI SILIGURI 734 006 WB | JALPAIGURI | WEST BENGAL | 734006 | L1 | Admitted-Finance | |
| 2 | L2₹41.8 L+₹1.2 L (2.98%)Admitted-Finance HAKIMPARA NEAR PAKURTALA MORE SILIGURI 734 001 | DARJEELING | WEST BENGAL | 734001 | L2 | Admitted-Finance | |
| 3 | L3₹43.4 L+₹2.8 L (6.90%)Admitted-Finance 45 9 6 BAGHAJATIN COLONY PO PRADHAN NAGAR SILIGURI 734 403 DIST DARJEELING WB | 734403 | L3 | Admitted-Finance | |
| 4 | L4₹43.4 L+₹2.9 L (7.04%)Admitted-Finance 54 SATYEN BOSE ROAD DESHBANDHUPARA SILIGURI 734 004 | JALPAIGURI | WEST BENGAL | 734004 | L4 | Admitted-Finance | |
| 5 | L5₹44.1 L+₹3.5 L (8.66%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MS ORIENT ENGINEERING WORKS L8 | MS ESSCON L7 | PS ENTERPRISE L1 | KARMIBRINDA L6 | SHRI N.DAS L2 | M/S G S ASSOCIATES L4 | D K SARKAR L9 | M/s B. K. Ghosh and Co. L5 | Jagatbandhu Enterprises L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 15 | Sqm | 28 ₹420 | 30 ₹450 | 18 ₹270 Lowest | 27 ₹405 | 25 ₹375 | 27 ₹405 | 22 ₹330 | 27 ₹405 | 27 ₹405 |
| 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. | 108.7 | Cum | 212 ₹23,044.4 | 207 ₹22,500.9 | 210 ₹22,827 | 215 ₹23,370.5 | 230 ₹25,001 | 220 ₹23,914 | 203 ₹22,066.1 | 217 ₹23,587.9 | 199 ₹21,631.3 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. | 71.4 | Cum | 112 ₹7,996.8 | 107 ₹7,639.8 | 90 ₹6,426 Lowest | 118 ₹8,425.2 | 103 ₹7,354.2 | 112 ₹7,996.8 | 112 ₹7,996.8 | 115 ₹8,211 | 103 ₹7,354.2 |
| 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. | 26 | Each | 122 ₹3,172 | 117 ₹3,042 | 110 ₹2,860 Lowest | 127 ₹3,302 | 112 ₹2,912 | 125 ₹3,250 | 123 ₹3,198 | 126 ₹3,276 | 113 ₹2,938 |
| 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. | 36.3 | Cum | 122 ₹4,428.6 | 117 ₹4,247.1 | 110 ₹3,993 Lowest | 128 ₹4,646.4 | 112 ₹4,065.6 | 123 ₹4,464.9 | 111 ₹4,029.3 | 127 ₹4,610.1 | 113 ₹4,101.9 |
| 6.00 | 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. | 1.13 | Cum | 1,660 ₹1,875.8 | 1,685 ₹1,904.05 | 1,450 ₹1,638.5 Lowest | 1,690 ₹1,909.7 | 1,525 ₹1,723.25 | 1,670 ₹1,887.1 | 1,623 ₹1,833.99 | 1,675 ₹1,892.75 | 1,623 ₹1,833.99 |
| 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. | 7.06 | Cum | 4,350 ₹30,711 | 4,392 ₹31,007.52 | 4,200 ₹29,652 Lowest | 4,350 ₹30,711 | 4,236 ₹29,906.16 | 4,330 ₹30,569.8 | 4,556 ₹32,165.36 | 4,350 ₹30,711 | 4,230 ₹29,863.8 |
| 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. | 6.76 | Cum | 4,960 ₹33,529.6 | 5,056 ₹34,178.56 | 4,850 ₹32,786 Lowest | 5,100 ₹34,476 | 4,896 ₹33,096.96 | 5,000 ₹33,800 | 5,030 ₹34,002.8 | 4,975 ₹33,631 | 4,869 ₹32,914.44 |
| 9.00 | 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 2.04 | Cum | 6,400 ₹13,056 | 6,537 ₹13,335.48 | 6,200 ₹12,648 Lowest | 6,520 ₹13,300.8 | 6,236 ₹12,721.44 | 6,430 ₹13,117.2 | 6,650 ₹13,566 | 6,500 ₹13,260 | 6,290 ₹12,831.6 |
Tender Value
₹41.6 L
EMD Value
₹83,120
Closing Date
27 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 AND REPLACEMENT OF UNSV GARDEN LIGHT AND ALLIED WORKS AT U AREA, PROVN OF COVERED SHED, PROVN OF 03 X ROLLING SHUTTER AND ADDN/ ALTN OF MAIN GATE AT MI ROOM UNDER AGE B/R-I, AGE B/R-II AND AGE E/M OF GE SUKNA AT MIL STN SUKNA
2026_MES_790062_1
GE Sukna/9171
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹83,120
4 Nov 2026
21 Sept 2026
29 Oct 2026
22 Sept 2026
27 Oct 2026
20 Oct 2026
22 Sept 2026 - 27 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. | 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. | 108.7 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 71.4 | 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. | 26 | 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. | 36.3 | Cum | - | - |
| 6 | 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. | 1.13 | 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. | 7.06 | 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. | 6.76 | Cum | - | - |
| 9 | 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. | 2.04 | Cum | - | - |
| 10 | 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. | 5.57 | Cum | - | - |
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