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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.9 LAccepted-AOC K 453 SHASTRI NAGAR MEERUT UP 250004 | MEERUT | UTTAR PRADESH | 250004 | ₹43.9 L Quoted ₹44.2 L | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹48.0 L+₹3.8 L (8.67%)Rejected-Finance | ₹48.0 L+₹3.8 L (8.67%) | L2 | Rejected-Finance Being other than Lowest |
| 3 | L3₹50.6 L+₹6.4 L (14.4%)Rejected-Finance | ₹50.6 L+₹6.4 L (14.4%) | L3 | Rejected-Finance Being other than Lowest |
| 4 | L4₹51.5 L+₹7.3 L (16.4%)Rejected-Finance | ₹51.5 L+₹7.3 L (16.4%) | L4 | Rejected-Finance Being other than Lowest |
| 5 | L5₹53.9 L+₹9.7 L (22.0%)Rejected-Finance A T ROAD CHABUA DIBRUGARH ASSAM 786184 | DIBRUGARH | ASSAM | 786184 | ₹53.9 L+₹9.7 L (22.0%) | L5 | Rejected-Finance Being other than Lowest |
| Sl No | Description | Qty | Unit | kabitaconstruction L5 | M/s Pramillabh Construction L6 | M/s Sashi Enterprise L7 | M/S CHAKRA GOHAIN L8 | SHRI RAM CONSTRUCTION CO L3 | NITHYA INFRATECH L4 | B.R. ENGINEERING & CONSTRUCTION CO. L1 | Aatrey Builders L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 420 | Sqm | 125 ₹52,500 | 125 ₹52,500 | 127 ₹53,340 | 127 ₹53,340 | 90 ₹37,800 | 125 ₹52,500 | 75 ₹31,500 Lowest | 90 ₹37,800 |
| 2.00 | Excavating in post holes (orsimilar holes) each n.exc 0.5 Cum, getting out, returning,filling in and ramming earthor broken rubble mixed withearth around, in layers notexceeding 25 cm complete all as specified and directed. | 36 | Each | 450 ₹16,200 | 451 ₹16,236 | 455 ₹16,380 | 455 ₹16,380 | 900 ₹32,400 | 450 ₹16,200 | 350 ₹12,600 Lowest | 400 ₹14,400 |
| 3.00 | Cutting holes in brick walls exc one brick but not exc two bricks in cement mortar and stone wall build in lime mortar complete all as specified and directed. | 20 | Each | 900 ₹18,000 | 902 ₹18,040 | 909 ₹18,180 | 909 ₹18,180 | 980 ₹19,600 | 900 ₹18,000 | 850 ₹17,000 Lowest | 950 ₹19,000 |
| 4.00 | M&L for Cement concrete in Type C2 1:3:6 (40 mm graded stone aggregate) foundations, filling and mass concrete complete all as specified and directed. | 13.8 | Cum | 12,400 ₹1,71,120 | 12,431 ₹1,71,547.8 | 12,511 ₹1,72,651.8 | 12,522 ₹1,72,803.6 | 11,700 ₹1,61,460 | 12,000 ₹1,65,600 | 9,500 ₹1,31,100 Lowest | 11,500 ₹1,58,700 |
| 5.00 | M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc complete all as specified and directed. | 9,800 | Kg | 226 ₹22,14,800 | 227 ₹22,24,600 | 229 ₹22,44,200 | 229 ₹22,44,200 | 212 ₹20,77,600 | 220 ₹21,56,000 | 187 ₹18,32,600 Lowest | 198 ₹19,40,400 |
| 6.00 | M&L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. | 480 | Sqm | 1,400 ₹6,72,000 | 1,404 ₹6,73,920 | 1,413 ₹6,78,240 | 1,414 ₹6,78,720 | 1,400 ₹6,72,000 | 1,320 ₹6,33,600 | 1,220 ₹5,85,600 Lowest | 1,350 ₹6,48,000 |
| 7.00 | M&L for two coat of synthetic enamel paint over one coat of zinc chrome primer,surface of any discription not other wise descrivwd over 10 cm width or girth complete all as specified and directed. | 180 | Sqm | 145 ₹26,100 | 145 ₹26,100 | 147 ₹26,460 | 147 ₹26,460 | 145 ₹26,100 | 150 ₹27,000 | 120 ₹21,600 Lowest | 140 ₹25,200 |
| 8.00 | M&L for hardcore broken stone or boulders, gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and well rammed to a true surface complete all as specified and directed. | 63 | Cum | 4,225 ₹2,66,175 | 4,236 ₹2,66,868 | 4,263 ₹2,68,569 | 4,267 ₹2,68,821 | 4,210 ₹2,65,230 | 4,200 ₹2,64,600 | 3,850 ₹2,42,550 Lowest | 4,100 ₹2,58,300 |
| 9.00 | M&L for Cement Concrete type B -2 1:2:4 (40 MM Graded stone aggregates) 100 mm thk in sub-base to flooring, finished Concrete Surfaces Even and rough to receive floor finishes complete all as specified and directed. | 420 | Sqm | 1,450 ₹6,09,000 | 1,454 ₹6,10,680 | 1,463 ₹6,14,460 | 1,465 ₹6,15,300 | 1,400 ₹5,88,000 | 1,400 ₹5,88,000 | 1,250 ₹5,25,000 Lowest | 1,380 ₹5,79,600 |
| 10.00 | M&L cement concrete 1:2:4 (20 mm graded stone aggregates) in Lintels upto 1.50 mtr clear span, cills, steps; Seismic and other similar bands, plinth courses, String courses, parapets and railings upto 600 mm in Height, Copings, kneelers, Apex stones, Bed plates, water Troughs and the like including Weathering. Slightly Rounded or Chamfered Angles and throating, Finishing all exposed Faces of Concrete including Use and waste of Formworkas required / ordered complete all as specified and directed. | 3.25 | Cum | 14,250 ₹46,312.5 | 14,286 ₹46,429.5 | 14,377 ₹46,725.25 | 14,390 ₹46,767.5 | 13,256 ₹43,082 | 14,000 ₹45,500 | 12,500 ₹40,625 Lowest | 13,500 ₹43,875 |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
27 Apr 2026, 6:00 pmClosed
GE (AF) Mohanbari
Garrison Engineer (AF) Mohanbari Mohanbari Post Dibrugarh Assam 786012
PROVN OF PARKING SHEDS AT CERTAIN MD ACCNS, CERTAIN MINOR WORKS AT AF STN MOHANBARI AND PROVN OF HARD STANDING FOR RATION ISSUE AREA AT ASC BN UNDER GE (AF) MOHANBARI
2026_MES_759407_1
8001/769/E8
Open Tender
Civil Works
Item Rate
180 days
Mohanbari
Class D, category a(i)
7 documents required · 7 mandatory
₹500
Garrison Engineer (AF) Mohanbari
₹85,000
Yes
1 Jun 2026
7 Apr 2026
28 Apr 2026
7 Apr 2026
27 Apr 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | - | Sqm | - | - |
| - | Excavating in post holes (orsimilar holes) each n.exc 0.5 Cum, getting out, returning,filling in and ramming earthor broken rubble mixed withearth around, in layers notexceeding 25 cm complete all as specified and directed. | - | Each | - | - |
| - | Cutting holes in brick walls exc one brick but not exc two bricks in cement mortar and stone wall build in lime mortar complete all as specified and directed. | - | Each | - | - |
| - | M&L for Cement concrete in Type C2 1:3:6 (40 mm graded stone aggregate) foundations, filling and mass concrete complete all as specified and directed. | - | Cum | - | - |
| - | M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc complete all as specified and directed. | - | Kg | - | - |
| - | M&L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. | - | Sqm | - | - |
| - | M&L for two coat of synthetic enamel paint over one coat of zinc chrome primer,surface of any discription not other wise descrivwd over 10 cm width or girth complete all as specified and directed. | - | Sqm | - | - |
| - | M&L for hardcore broken stone or boulders, gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and well rammed to a true surface complete all as specified and directed. | - | Cum | - | - |
| - | M&L for Cement Concrete type B -2 1:2:4 (40 MM Graded stone aggregates) 100 mm thk in sub-base to flooring, finished Concrete Surfaces Even and rough to receive floor finishes complete all as specified and directed. | - | Sqm | - | - |
| - | M&L cement concrete 1:2:4 (20 mm graded stone aggregates) in Lintels upto 1.50 mtr clear span, cills, steps; Seismic and other similar bands, plinth courses, String courses, parapets and railings upto 600 mm in Height, Copings, kneelers, Apex stones, Bed plates, water Troughs and the like including Weathering. Slightly Rounded or Chamfered Angles and throating, Finishing all exposed Faces of Concrete including Use and waste of Formworkas required / ordered complete all as specified and directed. | - | Cum | - | - |
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