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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 LAdmitted-Finance 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG 793009 MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | L1 | Admitted-Finance | |
| 2 | L2₹47.3 L+₹1.1 L (2.33%)Admitted-Finance SUDHA RANI VILA GROUND FLOOR 65 NASKAR PARA ROAD KOLKATA 700041 | KOLKATA | KOLKATA | WEST BENGAL | 700041 | L2 | Admitted-Finance | |
| 3 | L3₹48.6 L+₹2.4 L (5.12%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹49.4 L+₹3.1 L (6.78%)Admitted-Finance BALIJAN PANIHARA GAON PO DINJOY CHABUA DIST DIBRUGARH ASSAM 786184 | DIBRUGARH | DIBRUGARH | ASSAM | 786184 | L4 | Admitted-Finance | |
| 5 | L5₹49.5 L+₹3.2 L (7.00%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KP GHOSH AND CO L3 | S K ENTERPRISE L1 | M/S D G ENTERPRISE L4 | R K CHAKRABORTY AND CO L2 | D N ENTERPRISE L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 900 | Sqm | 52 ₹46,800 | 45 ₹40,500 Lowest | 52 ₹46,800 | 55 ₹49,500 | 54 ₹48,600 |
| 2.00 | Excavating in trenches, n.exc 1.50 m wide and n.exc 1.50 m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in soft and loose soil complete all as specified and directed. | 52 | Cum | 384 ₹19,968 | 380 ₹19,760 | 360 ₹18,720 Lowest | 410 ₹21,320 | 395 ₹20,540 |
| 3.00 | Excavating over areas n.exc 1.5 m deep and getting out in soft and loose soil complete all as specified and directed. | 101 | Cum | 700 ₹70,700 | 680 ₹68,680 Lowest | 692 ₹69,892 | 715 ₹72,215 | 690 ₹69,690 |
| 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 25 cm complete all as specified and directed. | 68 | Each | 450 ₹30,600 | 375 ₹25,500 Lowest | 440 ₹29,920 | 450 ₹30,600 | 475 ₹32,300 |
| 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. | 25 | cum | 8,650 ₹2,16,250 | 8,500 ₹2,12,500 Lowest | 8,700 ₹2,17,500 | 8,650 ₹2,16,250 | 8,640 ₹2,16,000 |
| 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. | 67 | Sqm | 125 ₹8,375 | 120 ₹8,040 Lowest | 145 ₹9,715 | 145 ₹9,715 | 245 ₹16,415 |
| 7.00 | 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. | 10 | Sqm | 300 ₹3,000 | 290 ₹2,900 Lowest | 350 ₹3,500 | 310 ₹3,100 | 315 ₹3,150 |
| 8.00 | Use and waste for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces complete all as specified and directed. | 9 | Sqm | 310 ₹2,790 | 270 ₹2,430 Lowest | 370 ₹3,330 | 300 ₹2,700 | 370 ₹3,330 |
| 9.00 | Use and waste for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams, etc for rough finished surfaces complete all as specified and directed. | 3.15 | Sqm | 390 ₹1,228.5 | 350 ₹1,102.5 Lowest | 375 ₹1,181.25 | 360 ₹1,134 | 370 ₹1,165.5 |
| 10.00 | Use and waste for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings, shelves and similar work n.exc 200mm thick (Horizontal or sloping) complete all as specified and directed. | 4 | Sqm | 390 ₹1,560 | 354 ₹1,416 Lowest | 380 ₹1,520 | 360 ₹1,440 | 370 ₹1,480 |
Tender Value
₹43 L
EMD Value
₹46,000
Closing Date
7 Sept 2026, 6:00 pmClosed
GE (AF) Mohanbari
Garrison Engineer (AF) Mohanbari Mohanbari Post Dibrugarh Assam 786012
PROVN OF TRAINING AREA FOR QRT BEHIND SECURITY SECTION AND TRAINING GROUND AT AFK9 SQUAD AT AF STN MOHANBARI
2026_MES_783732_1
8001/833/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
₹46,000
Yes
9 Sept 2026
10 Aug 2026
8 Sept 2026
10 Aug 2026
7 Sept 2026
24 Aug 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. | 900 | Sqm | - | - |
| 2 | Excavating in trenches, n.exc 1.50 m wide and n.exc 1.50 m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in soft and loose soil complete all as specified and directed. | 52 | Cum | - | - |
| 3 | Excavating over areas n.exc 1.5 m deep and getting out in soft and loose soil complete all as specified and directed. | 101 | 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 25 cm complete all as specified and directed. | 68 | 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. | 25 | 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. | 67 | Sqm | - | - |
| 7 | 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. | 10 | Sqm | - | - |
| 8 | Use and waste for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces complete all as specified and directed. | 9 | Sqm | - | - |
| 9 | Use and waste for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams, etc for rough finished surfaces complete all as specified and directed. | 3.15 | Sqm | - | - |
| 10 | Use and waste for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings, shelves and similar work n.exc 200mm thick (Horizontal or sloping) complete all as specified and directed. | 4 | Sqm | - | - |
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