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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.1 LAdmitted-Finance AMLA TOLA DISTT KATIHAR BIHAR 854105 | KATIHAR | BIHAR | 854105 | L1 | Admitted-Finance | |
| 2 | L2₹41.8 L+₹3.7 L (9.65%)Admitted-Finance N A | NA | NA | 121004 | L2 | Admitted-Finance | |
| 3 | L3₹47.6 L+₹9.5 L (24.9%)Admitted-Finance ATUL PRASAD SARANI DUDH MORE SILIGURI 734006 DARJEELING WB | JALPAIGURI | WEST BENGAL | 734006 | L3 | Admitted-Finance | |
| 4 | L4₹48.1 L+₹10.0 L (26.2%)Admitted-Finance GEETANJALI COMPLEX B BLOCK 2ND FLOOR MUKUNDA DAS ROAD MILANPALLY SILIGURI 734405 DARJEELING | SILIGURI | DARJEELING | WB | 734405 | L4 | Admitted-Finance | |
| 5 | L5₹48.2 L+₹10.0 L (26.3%)Admitted-Finance VILL DANGAPARA NEAR SAHID BEDI PO RAHARAH PS KHARDAH KOLKATA 700 118 | 24 PARAGANAS NORTH | WEST BENGAL | 700118 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Prahalad Rai L1 | M/S GLORIOUS CONSTRUCTION L2 | MS UNITY CONSTRUCTION CO L3 | M/S ASHRAFI CONSTRUCTION L7 | SHANTI UDYOG L5 | G C DUTTA N CO L8 | R K UDYOG L4 | A K ENTERPRISES L10 | SHIVALAYA ENTERPRISES L9 | M/s B. K. Ghosh and Co. L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 32 | Cum | 150 ₹4,800 Lowest | 250 ₹8,000 | 300 ₹9,600 | 300 ₹9,600 | 255 ₹8,160 | 260 ₹8,320 | 250 ₹8,000 | 270 ₹8,640 | 260 ₹8,320 | 265 ₹8,480 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 19.2 | Cum | 50 ₹960 Lowest | 90 ₹1,728 | 100 ₹1,920 | 110 ₹2,112 | 92 ₹1,766.4 | 100 ₹1,920 | 98 ₹1,881.6 | 110 ₹2,112 | 100 ₹1,920 | 92 ₹1,766.4 |
| 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. | 83 | Each | 100 ₹8,300 | 90 ₹7,470 | 10 ₹830 | 12 ₹996 | 11 ₹913 | 10 ₹830 | 8 ₹664 Lowest | 14 ₹1,162 | 12 ₹996 | 11 ₹913 |
| 4.00 | 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. | 12.8 | Cum | 200 ₹2,560 | 100 ₹1,280 | 120 ₹1,536 | 90 ₹1,152 Lowest | 105 ₹1,344 | 129 ₹1,651.2 | 110 ₹1,408 | 120 ₹1,536 | 120 ₹1,536 | 90 ₹1,152 Lowest |
| 5.00 | 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. | 11.7 | Cum | 5,000 ₹58,500 | 3,900 ₹45,630 Lowest | 4,000 ₹46,800 | 4,200 ₹49,140 | 3,930 ₹45,981 | 3,929 ₹45,969.3 | 4,200 ₹49,140 | 3,950 ₹46,215 | 4,000 ₹46,800 | 3,975 ₹46,507.5 |
| 6.00 | M&L for providing pain Cement Concrete (1:3:6) type C2 using 40mm graded crushed stone aggregate as in surface channel and drain complete all as specified and directed. | 4 | Cum | 5,000 ₹20,000 | 4,500 ₹18,000 | 4,400 ₹17,600 Lowest | 5,000 ₹20,000 | 4,550 ₹18,200 | 4,526 ₹18,104 | 4,750 ₹19,000 | 4,550 ₹18,200 | 4,600 ₹18,400 | 4,600 ₹18,400 |
| 7.00 | M&L for Providing, cement concrete 1:2:4 type-B0 using 12.5mm 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 | 6,000 ₹24,000 Lowest | 6,200 ₹24,800 | 6,100 ₹24,400 | 6,500 ₹26,000 | 6,250 ₹25,000 | 6,219 ₹24,876 | 6,290 ₹25,160 | 6,300 ₹25,200 | 6,300 ₹25,200 | 6,250 ₹25,000 |
| 8.00 | M&L for Providing precast ce- ment concrete type B1, 1:2:4 using 20mm graded crushed stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed. | 5 | Cum | 6,000 ₹30,000 Lowest | 6,300 ₹31,500 | 6,200 ₹31,000 | 6,500 ₹32,500 | 6,350 ₹31,750 | 6,329 ₹31,645 | 6,600 ₹33,000 | 6,400 ₹32,000 | 6,350 ₹31,750 | 6,400 ₹32,000 |
| 9.00 | M&L for R.C.C, Nominal mix of 1:2:4 using 20 mm graded crushed stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves etc all as specified and directed. | 4 | Cum | 6,000 ₹24,000 Lowest | 6,350 ₹25,400 | 6,250 ₹25,000 | 6,500 ₹26,000 | 6,400 ₹25,600 | 6,360 ₹25,440 | 6,690 ₹26,760 | 6,450 ₹25,800 | 6,400 ₹25,600 | 6,450 ₹25,800 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
2 Sept 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
REPAIR TO FENCING, BOUNDARY WALL, PATH HARDSTANDING AND OTHER EXTERNAL SERVICES ETC AT HQ WE AND CERTAIN UNITS, ASC AND OTHER NEARBY LOCATIONS UNDER AGE B/R-I OF GE SUKNA
2026_MES_784028_1
GE Sukna/9126
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹90,000
11 Sept 2026
12 Aug 2026
4 Sept 2026
13 Aug 2026
2 Sept 2026
26 Aug 2026
13 Aug 2026 - 2 Sept 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. | 32 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 19.2 | 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. | 83 | Each | - | - |
| 4 | 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. | 12.8 | Cum | - | - |
| 5 | 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. | 11.7 | Cum | - | - |
| 6 | M&L for providing pain Cement Concrete (1:3:6) type C2 using 40mm graded crushed stone aggregate as in surface channel and drain complete all as specified and directed. | 4 | Cum | - | - |
| 7 | M&L for Providing, cement concrete 1:2:4 type-B0 using 12.5mm 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 | - | - |
| 8 | M&L for Providing precast ce- ment concrete type B1, 1:2:4 using 20mm graded crushed stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed. | 5 | Cum | - | - |
| 9 | M&L for R.C.C, Nominal mix of 1:2:4 using 20 mm graded crushed stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves etc all as specified and directed. | 4 | Cum | - | - |
| 10 | M&L for brickwork with old size burnt bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. | 54 | Cum | - | - |
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