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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.1 LAdmitted-Finance VIVEKANANDAPALLY UPPER BAGDOGRA DIST DARJEELING WB PIN 734 014 | UPPER BAGDOGRA | DARJEELING | WB | 734014 | ₹37.1 L | L1 | Admitted-Finance |
| 2 | L2₹38.1 L+₹98,644.59 (2.66%)Admitted-Finance RANGAPAHAR RAILWAY CROSSING GATE NO 1 DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | ₹38.1 L+₹98,644.59 (2.66%) | L2 | Admitted-Finance |
| 3 | L3₹41.8 L+₹4.7 L (12.7%)Admitted-Finance 30 HAREN MUKHERJEE ROAD HAKIMPARA SILIGURI 734 001 DARIEELING WB | DARJEELING | WEST BENGAL | 734001 | ₹41.8 L+₹4.7 L (12.7%) | L3 | Admitted-Finance |
| 4 | L4₹42.2 L+₹5.1 L (13.8%)Admitted-Finance NEW BANSBARI NH 34 PO JHALJHALIA DIST MALDA PIN 732 102 | MALDAH | WEST BENGAL | 732102 | ₹42.2 L+₹5.1 L (13.8%) | L4 | Admitted-Finance |
| 5 | L5₹42.3 L+₹5.3 L (14.2%)Admitted-Finance BAGHAJATIN ROAD P O SILIGURI DIST DARJEELING PIN 734001 WB | DARJEELING | WEST BENGAL | 734001 | ₹42.3 L+₹5.3 L (14.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MS ORIENT ENGINEERING WORKS L3 | M/S A C PAUL L1 | M/S RANEN PAL L5 | MAURYA CONSTRUCTIONS L2 | ASHISH ROY L6 | A K ENTERPRISES L9 | M/S EASTERN ENGINEERING L4 | SHIVALAYA ENTERPRISES L8 | VICKY ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .09Note 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. | ||||||||||||
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as apecified and directed. | 45 | Sqm | 20 ₹900 | 15 ₹675 Lowest | 20 ₹900 | 50 ₹2,250 | 23 ₹1,035 | 32 ₹1,440 | 22 ₹990 | 33 ₹1,485 | 20 ₹900 |
| 2.00 | Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr deep and getting out for foundation, for laying of cable and erection of poles etc not exe.10 sqm on plan area in soft/loose soil complete all as apecified and directed. | 34 | Cum | 250 ₹8,500 | 250 ₹8,500 | 300 ₹10,200 | 350 ₹11,900 | 260 ₹8,840 | 270 ₹9,180 | 250 ₹8,500 | 260 ₹8,840 | 245 ₹8,330 Lowest |
| 3.00 | Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.50m above the starting point complete all as apecified and directed. | 17 | Cum | 126 ₹2,142 | 100 ₹1,700 Lowest | 150 ₹2,550 | 200 ₹3,400 | 125 ₹2,125 | 150 ₹2,550 | 125 ₹2,125 | 130 ₹2,210 | 120 ₹2,040 |
| 4.00 | Returning, filling in including spreading, leveling, watering and well ramming excavated soft/loose soil in layers n.exc 25cm, complete all as apecified and directed. | 16 | Cum | 115 ₹1,840 | 90 ₹1,440 Lowest | 120 ₹1,920 | 150 ₹2,400 | 120 ₹1,920 | 130 ₹2,080 | 110 ₹1,760 | 115 ₹1,840 | 102 ₹1,632 |
| 5.00 | M&L for Cement concrete type D-2 (1:4:8) (40mm graded aggregate) in foundations, filling and mass concrete complete all as apecified and directed. | 5 | Cum | 4,600 ₹23,000 | 4,200 ₹21,000 Lowest | 5,000 ₹25,000 | 8,000 ₹40,000 | 4,650 ₹23,250 | 4,550 ₹22,750 | 4,500 ₹22,500 | 4,600 ₹23,000 | 4,320 ₹21,600 |
| 6.00 | M&L for RCC M-25 design mix (20mm graded stone aggregate) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as apecified and directed. | 5 | Cum | 7,600 ₹38,000 | 7,200 ₹36,000 Lowest | 8,000 ₹40,000 | 9,000 ₹45,000 | 7,800 ₹39,000 | 7,550 ₹37,750 | 7,500 ₹37,500 | 7,570 ₹37,850 | 7,800 ₹39,000 |
| 7.00 | M&L for RCC M-25 design mix (20mm graded stone aggregate) Columns, pillars, piers, posts and struts complete all as apecified and directed. | 3.5 | Cum | 7,600 ₹26,600 | 7,350 ₹25,725 Lowest | 8,100 ₹28,350 | 9,000 ₹31,500 | 7,800 ₹27,300 | 7,600 ₹26,600 | 7,550 ₹26,425 | 7,600 ₹26,600 | 7,800 ₹27,300 |
| 8.00 | M&L for RCC M-25 design mix (20mm graded stone aggregate) Beams, cantilevers, bressummers, lintels over 1.5m span complete all as apecified and directed. | 3.5 | Cum | 7,600 ₹26,600 | 7,250 ₹25,375 Lowest | 8,200 ₹28,700 | 9,000 ₹31,500 | 7,750 ₹27,125 | 7,600 ₹26,600 | 7,550 ₹26,425 | 7,590 ₹26,565 | 7,250 ₹25,375 Lowest |
| 9.00 | M&L for RCC M-25 design mix (20mm graded stone aggregate) chajjas complete all as apecified and directed. | 0.5 | Cum | 7,600 ₹3,800 | 7,350 ₹3,675 Lowest | 8,300 ₹4,150 | 10,000 ₹5,000 | 7,900 ₹3,950 | 7,700 ₹3,850 | 7,650 ₹3,825 | 7,700 ₹3,850 | 7,980 ₹3,990 |
Tender Value
₹40.8 L
EMD Value
₹81,560
Closing Date
18 Aug 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
SPL REPAIR OF OR LIVING LINE BLDG NO T-220 AT OLD ILP, PROVN OF FOL/LUB AND OIL STORE ABD PVC PANELLING OF WALL/CEILING AT APS UNDER AGE B/R-II AND AGE E/M OF GE SUKNA AT MIL STN SUKNA
2026_MES_781255_1
GE Sukna/9080
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹81,560
25 Aug 2026
28 Jul 2026
20 Aug 2026
29 Jul 2026
18 Aug 2026
11 Aug 2026
29 Jul 2026 - 18 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as apecified and directed. | 45 | Sqm | - | - |
| 2 | Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr deep and getting out for foundation, for laying of cable and erection of poles etc not exe.10 sqm on plan area in soft/loose soil complete all as apecified and directed. | 34 | Cum | - | - |
| 3 | Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.50m above the starting point complete all as apecified and directed. | 17 | Cum | - | - |
| 4 | Returning, filling in including spreading, leveling, watering and well ramming excavated soft/loose soil in layers n.exc 25cm, complete all as apecified and directed. | 16 | Cum | - | - |
| 5 | M&L for Cement concrete type D-2 (1:4:8) (40mm graded aggregate) in foundations, filling and mass concrete complete all as apecified and directed. | 5 | Cum | - | - |
| 6 | M&L for RCC M-25 design mix (20mm graded stone aggregate) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as apecified and directed. | 5 | Cum | - | - |
| 7 | M&L for RCC M-25 design mix (20mm graded stone aggregate) Columns, pillars, piers, posts and struts complete all as apecified and directed. | 3.5 | Cum | - | - |
| 8 | M&L for RCC M-25 design mix (20mm graded stone aggregate) Beams, cantilevers, bressummers, lintels over 1.5m span complete all as apecified and directed. | 3.5 | Cum | - | - |
| 9 | M&L for RCC M-25 design mix (20mm graded stone aggregate) chajjas complete all as apecified and directed. | 0.5 | Cum | - | - |
| 10 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing complete all as apecified and directed. | 1,075 | Kg | - | - |
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