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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAdmitted-Finance | ₹30.0 L | L1 | Admitted-Finance |
| 2 | L2₹30.7 L+₹74,550.56 (2.49%)Admitted-Finance | ₹30.7 L+₹74,550.56 (2.49%) | L2 | Admitted-Finance |
| 3 | L3₹32.3 L+₹2.3 L (7.65%)Admitted-Finance | ₹32.3 L+₹2.3 L (7.65%) | L3 | Admitted-Finance |
| 4 | L4₹32.5 L+₹2.5 L (8.42%)Admitted-Finance | ₹32.5 L+₹2.5 L (8.42%) | L4 | Admitted-Finance |
| 5 | L5₹33.7 L+₹3.7 L (12.4%)Admitted-Finance | ₹33.7 L+₹3.7 L (12.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TAMBOLI CONSTRUCTION L3 | M/S. Z.K.ENTERPRISES, AHMEDNAGAR L6 | PRADIPKUMAR POPATRAO THUBE L4 | R. T. Saluji L8 | M/S-B.R.SONAWANE L2 | M/s S S Enterprises L1 | DHANANJAY BABAN KALANE L5 | Arihant Construction L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches by manual/ mechanical means (Hydraulic excavator) not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying of pipe, foundation etc. or for Shafts, wells, cesspits, manholes, pier holes, etc not exceeding 10 Sq m on plan, including dresssing of sides and ramming of bottoms, lift upto 1.5 m, including getting out any type of soil (soft/hard/dense soil) and disposal of surplus excavated soil to a distance not exceeding 50 m complete all as specified and as directed. | 226.8 | CUM | 210 ₹47,628 | 140 ₹31,752 | 150 ₹34,020 | 200 ₹45,360 | 150 ₹34,020 | 90 ₹20,412 Lowest | 150 ₹34,020 | 150 ₹34,020 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas in any kind of soil (exceeding 1.5m but not exceeding 3m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m as directed by Engineer-in-charge. | 226.8 | CUM | 225 ₹51,030 | 140 ₹31,752 | 150 ₹34,020 | 200 ₹45,360 | 60 ₹13,608 Lowest | 90 ₹20,412 | 150 ₹34,020 | 160 ₹36,288 |
| 3.00 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation and mass concrete complete all as specified and as directed. | 54 | CUM | 4,150 ₹2,24,100 | 3,200 ₹1,72,800 | 3,000 ₹1,62,000 | 4,000 ₹2,16,000 | 3,500 ₹1,89,000 | 2,349 ₹1,26,846 Lowest | 3,000 ₹1,62,000 | 3,500 ₹1,89,000 |
| 4.00 | M&L for brickwork with fly ash bricks, straight or curved on plan, exc 6 m mean radius, built in cement mortar 1:6 complete all as specified and as directed. | 225.4 | CUM | 4,700 ₹10,59,380 Lowest | 5,800 ₹13,07,320 | 5,300 ₹11,94,620 | 5,800 ₹13,07,320 | 5,200 ₹11,72,080 | 5,400 ₹12,17,160 | 5,000 ₹11,27,000 | 6,000 ₹13,52,400 |
| 5.00 | M&L for reinforced cement concrete, M-25 Design mix (20mm graded stone aggregate) as in foundations including rafts, footings, foundation beams; plinth beams; bases for columns, etc complete all as specified and as directed. | 48 | CUM | 6,350 ₹3,04,800 | 5,800 ₹2,78,400 | 6,800 ₹3,26,400 | 5,500 ₹2,64,000 | 4,800 ₹2,30,400 Lowest | 6,300 ₹3,02,400 | 6,000 ₹2,88,000 | 7,300 ₹3,50,400 |
| 6.00 | M&L for reinforced cement concrete, M-25 Design mix (20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses etc complete all as specified and as directed. | 10.08 | CUM | 6,950 ₹70,056 | 5,800 ₹58,464 | 7,000 ₹70,560 | 5,550 ₹55,944 | 4,800 ₹48,384 Lowest | 6,300 ₹63,504 | 6,500 ₹65,520 | 7,300 ₹73,584 |
| 7.00 | Use and waste of 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 complete all as specified and as directed. | 20 | SQM | 250 ₹5,000 | 260 ₹5,200 | 200 ₹4,000 Lowest | 400 ₹8,000 | 200 ₹4,000 Lowest | 270 ₹5,400 | 350 ₹7,000 | 350 ₹7,000 |
| 8.00 | Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed. | 100 | SQM | 360 ₹36,000 | 250 ₹25,000 | 200 ₹20,000 | 350 ₹35,000 | 180 ₹18,000 Lowest | 270 ₹27,000 | 350 ₹35,000 | 350 ₹35,000 |
| 9.00 | M&L for reinforced cement concrete, M-25 Design mix (20mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. | 45 | CUM | 6,900 ₹3,10,500 | 6,000 ₹2,70,000 | 7,000 ₹3,15,000 | 5,500 ₹2,47,500 | 5,000 ₹2,25,000 Lowest | 7,002 ₹3,15,090 | 6,000 ₹2,70,000 | 7,300 ₹3,28,500 |
| 10.00 | Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed. | 90 | SQM | 410 ₹36,900 | 250 ₹22,500 | 200 ₹18,000 Lowest | 350 ₹31,500 | 200 ₹18,000 Lowest | 270 ₹24,300 | 350 ₹31,500 | 500 ₹45,000 |
Tender Value
₹38.8 L
EMD Value
₹78,000
Closing Date
14 Aug 2026, 6:00 pmClosed
Shri Ankur Goyal, IDSE, Garrison Engineer (South)
Military Engineer Services, Garrison Engineer (South) Ahilyanagar - 414002
PROVN OF DRAINAGE FOR RAIN WATER HARVESTING AT MIC and S AHILYANAGAR
2026_MES_779531_1
8373/E8
Open Tender
Civil Works
Item Rate
180 days
Ahilyanagar
Class D Cat a(i)
8 documents required · 8 mandatory
₹500
Garrison Engineer (South) Ahilyanagar
₹78,000
Yes
29 Aug 2026
18 Jul 2026
17 Aug 2026
18 Jul 2026
14 Aug 2026
1 Aug 2026
18 Jul 2026 - 25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches by manual/ mechanical means (Hydraulic excavator) not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying of pipe, foundation etc. or for Shafts, wells, cesspits, manholes, pier holes, etc not exceeding 10 Sq m on plan, including dresssing of sides and ramming of bottoms, lift upto 1.5 m, including getting out any type of soil (soft/hard/dense soil) and disposal of surplus excavated soil to a distance not exceeding 50 m complete all as specified and as directed. | 226.8 | CUM | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas in any kind of soil (exceeding 1.5m but not exceeding 3m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exceeding 1.5m but not exceeding 3m, as directed by Engineer-in-charge. | 226.8 | CUM | - | - |
| 3 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation and mass concrete complete all as specified and as directed. | 54 | CUM | - | - |
| 4 | M&L for brickwork with fly ash bricks, straight or curved on plan, exc 6 m mean radius, built in cement mortar 1:6 complete all as specified and as directed. | 225.4 | CUM | - | - |
| 5 | M&L for reinforced cement concrete, M-25 Design mix (20mm graded stone aggregate) as in foundations including rafts, footings, foundation beams; plinth beams; bases for columns, etc complete all as specified and as directed. | 48 | CUM | - | - |
| 6 | M&L for reinforced cement concrete, M-25 Design mix (20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses etc complete all as specified and as directed. | 10.08 | CUM | - | - |
| 7 | Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed. | 100 | SQM | - | - |
| 8 | M&L for reinforced cement concrete, M-25 Design mix (20mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. | 45 | CUM | - | - |
| 9 | Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed. | 90 | SQM | - | - |
| 10 | M&L for precast cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate as in landings, cover slabs ( for manholes etc) and similar small articles with plain fair faces, set in cement mortar 1:4 complete all as specified and as directed.
Note : Reinforcement will be measured and paid separately. | 2 | CUM | - | - |
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