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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.7 LAccepted-AOC SUDHA RANI VILA GROUND FLOOR 65 NASKAR PARA ROAD KOLKATA 700041 | KOLKATA | KOLKATA | WEST BENGAL | 700041 | ₹45.7 L Quoted ₹45.9 L | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹46.6 L+₹65,373.44 (1.42%)Rejected-Finance KAJANIBARI ROAD PO DINJAN DIST TINSUKIA ASSAM 786189 | DINJAN | TINSUKIA | ASSAM | 786189 | ₹46.6 L+₹65,373.44 (1.42%) | L2 | Rejected-Finance Being other than Lowest |
| 3 | L3₹46.7 L+₹78,493.93 (1.71%)Rejected-Finance | ₹46.7 L+₹78,493.93 (1.71%) | L3 | Rejected-Finance Being other than Lowest |
| 4 | L4₹46.7 L+₹79,091.88 (1.72%)Rejected-Finance | ₹46.7 L+₹79,091.88 (1.72%) | L4 | Rejected-Finance Being other than Lowest |
| 5 | L5₹46.7 L+₹81,615.37 (1.78%)Rejected-Finance NALIAPOOL BAZAR ROAD NEAR GABHARUPATHAR RAILWAY COLONY DIBRUGARH DIST ASSAM 786001 | DIBRUGARH | DIBRUGARH | ASSAM | 786001 | ₹46.7 L+₹81,615.37 (1.78%) | L5 | Rejected-Finance Being other than Lowest |
| Sl No | Description | Qty | Unit | M/S P R SINGH AND SONS L3 | KP GHOSH AND CO L8 | HIND CONSTRUCTION L5 | M/S BISWAJIT SINGH L2 | D N ENTERPRISE L4 | R K CHAKRABORTY AND CO L1 | M/S D G ENTERPRISE L6 | S K ENTERPRISE L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 165 | Sqm | 56 ₹9,240 | 66 ₹10,890 | 57 ₹9,405 | 56 ₹9,240 | 56 ₹9,240 | 50 ₹8,250 Lowest | 55 ₹9,075 | 55 ₹9,075 |
| 2.00 | Excavating in trenches, n.exc 1.50 m wide and n.exc 1.50m in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed. | 70 | Cum | 386 ₹27,020 | 410 ₹28,700 | 388 ₹27,160 | 387 ₹27,090 | 386 ₹27,020 | 380 ₹26,600 Lowest | 385 ₹26,950 | 390 ₹27,300 |
| 3.00 | Same as item No. 02 here-in-before but depth exc 1.50m but n.exc 3.00m complete all as specified and directed. | 13 | Cum | 678 ₹8,814 | 580 ₹7,540 Lowest | 689 ₹8,957 | 689 ₹8,957 | 687 ₹8,931 | 680 ₹8,840 | 685 ₹8,905 | 685 ₹8,905 |
| 4.00 | Excavating in post holes (or similar holes) each n.exc 0.5 Cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers notexceeding 25cm complete all as specified and directed. | 5 | Each | 395 ₹1,975 | 360 ₹1,800 Lowest | 398 ₹1,990 | 397 ₹1,985 | 395 ₹1,975 | 390 ₹1,950 | 395 ₹1,975 | 400 ₹2,000 |
| 5.00 | M&L for plain cement concrete 1:4:8 type D2 using 40 mm graded aggregate crushed stone aggregate as in foundations/ mass concrete complete all as specified and directed. | 11 | cum | 9,510 ₹1,04,610 | 11,450 ₹1,25,950 | 9,506 ₹1,04,566 | 9,506 ₹1,04,566 | 9,510 ₹1,04,610 | 9,500 ₹1,04,500 | 8,000 ₹88,000 Lowest | 9,800 ₹1,07,800 |
| 6.00 | M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed. | 30 | Sqm | 187 ₹5,610 | 188 ₹5,640 | 188 ₹5,640 | 187 ₹5,610 | 187 ₹5,610 | 180 ₹5,400 Lowest | 185 ₹5,550 | 190 ₹5,700 |
| 7.00 | M&L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | 140 | Sqm | 118 ₹16,520 | 117 ₹16,380 | 117 ₹16,380 | 116 ₹16,240 | 118 ₹16,520 | 110 ₹15,400 Lowest | 115 ₹16,100 | 120 ₹16,800 |
| 8.00 | M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | 37 | Sqm | 76 ₹2,812 | 79 ₹2,923 | 79 ₹2,923 | 78 ₹2,886 | 76 ₹2,812 | 70 ₹2,590 Lowest | 75 ₹2,775 | 75 ₹2,775 |
| 9.00 | M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. | 49 | RM | 77 ₹3,773 | 77 ₹3,773 | 76 ₹3,724 | 76 ₹3,724 | 77 ₹3,773 | 70 ₹3,430 Lowest | 75 ₹3,675 | 75 ₹3,675 |
| 10.00 | Use and waste for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces complete all as specified and directed. | 112 | Sqm | 458 ₹51,296 | 550 ₹61,600 | 456 ₹51,072 | 456 ₹51,072 | 458 ₹51,296 | 450 ₹50,400 Lowest | 455 ₹50,960 | 465 ₹52,080 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
5 Aug 2026, 6:00 pmClosed
GE (AF) Mohanbari
Garrison Engineer (AF) Mohanbari Mohanbari Post Dibrugarh Assam 786012
PROVN OF STORE AND CERTAIN B/R WORKS FOR SWO SECTION AT AF STN MOHANBARI
2026_MES_779038_1
8001/817/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
₹87,000
Yes
9 Sept 2026
16 Jul 2026
6 Aug 2026
16 Jul 2026
5 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 165 | Sqm | - | - |
| 2 | Excavating in trenches, n.exc 1.50 m wide and n.exc 1.50m in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed. | 70 | Cum | - | - |
| 3 | Same as item No. 02 here-in-before but depth exc 1.50m but n.exc 3.00m complete all as specified and directed. | 13 | Cum | - | - |
| 4 | Excavating in post holes (or similar holes) each n.exc 0.5 Cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers notexceeding 25cm complete all as specified and directed. | 5 | Each | - | - |
| 5 | M&L for plain cement concrete 1:4:8 type D2 using 40 mm graded aggregate crushed stone aggregate as in foundations/ mass concrete complete all as specified and directed. | 11 | cum | - | - |
| 6 | M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed. | 30 | Sqm | - | - |
| 7 | M&L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | 140 | Sqm | - | - |
| 8 | M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | 37 | Sqm | - | - |
| 9 | M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. | 49 | RM | - | - |
| 10 | Use and waste for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces complete all as specified and directed. | 112 | Sqm | - | - |
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