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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.1 LAccepted-AOC | ₹26.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹26.1 L+₹5,360 (0.21%)Rejected-AOC | ₹26.1 L+₹5,360 (0.21%) | L2 | Rejected-AOC L2 |
| 3 | L3₹28.0 L+₹1.9 L (7.29%)Rejected-AOC | ₹28.0 L+₹1.9 L (7.29%) | L3 | Rejected-AOC L3 |
| 4 | L4₹28.2 L+₹2.2 L (8.36%)Rejected-AOC | ₹28.2 L+₹2.2 L (8.36%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | M/S P.SWAROOP KUMAR L2 | NEWS CONSTRUCTIONS L3 | M/S DIVIJA BUILDERS L4 | VACON INFRASTRUCTURES L1 |
|---|---|---|---|---|---|---|---|
| 1.00NOTES :- In case description of any two or more items of the schedule ‘A’ is same and the tenderer quotes different rates for such items, only lowest rate of such items will be considered for acceptance and subsequently payment will be made upon execution of the items accordingly. | |||||||
| 1.01 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep & getting out in all type soil complete all as specified.any type of soil | 779 | Sqm | 60 ₹46,740 | 15 ₹11,685 Lowest | 36 ₹28,044 | 55 ₹42,845 |
| 2.00 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out any type of soil. | 34 | Cum | 400 ₹13,600 | 400 ₹13,600 | 300 ₹10,200 Lowest | 400 ₹13,600 |
| 3.00 | M&L for PCC 1:4:8 type D-2 (40mm graded aggregate) in foundation filling and mass concrete. | 5.5 | Cum | 5,000 ₹27,500 | 3,500 ₹19,250 Lowest | 4,500 ₹24,750 | 4,500 ₹24,750 |
| 4.00 | M&L for Formwork to sides of rough finished surfaces of flat 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 all as specified. | 70 | Sqm | 600 ₹42,000 | 400 ₹28,000 Lowest | 600 ₹42,000 | 500 ₹35,000 |
| 5.00 | M&L for use and waste Formwork to sides of pillars, post, stuts, coloumn and stanchirns rough finished surfaces of concrete square, rectangular or polygonal complete all as specified. | 33 | Sqm | 600 ₹19,800 | 550 ₹18,150 Lowest | 625 ₹20,625 | 650 ₹21,450 |
| 6.00 | M&L for use and waste Formwork to rough finished surfaces of sides and soffits of floor or roof beam, beam haunching, lintels, cantilevers, shelves including supports, overhangs etc complete all as specified | 42 | Sqm | 600 ₹25,200 Lowest | 600 ₹25,200 Lowest | 650 ₹27,300 | 650 ₹27,300 |
| 7.00 | M&L TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hookings ends and binding mild or securing with clips conform (Fe-410w or Fe-290) as specified. | 1,320 | Kg | 100 ₹1,32,000 Lowest | 110 ₹1,45,200 | 115 ₹1,51,800 | 125 ₹1,65,000 |
| 8.00 | M&L TMT bars 6mm to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hookings ends and binding mild or securing with clips conform (Fe-410w or Fe-290) as specified. | 850 | Kg | 100 ₹85,000 Lowest | 110 ₹93,500 | 120 ₹1,02,000 | 125 ₹1,06,250 |
| 9.00 | M&L Reinforced Cement concrete Nominal Mix, Type B1 1:2:4 (20 mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete | 10.5 | Cum | 7,000 ₹73,500 | 7,750 ₹81,375 | 6,500 ₹68,250 Lowest | 8,000 ₹84,000 |
Tender Value
₹28.9 L
EMD Value
₹57,800
Closing Date
27 Aug 2026, 6:00 pmClosed
Garrison Engineer (AF) Hakimpet
Garrison Engineer (AF) Hakimpet 500014
PROVN OF CERTAIN MAJOR REVENUE WORKS AT AFS BEGUMPET UNDER GE AF HAKIMPET
2026_MES_781564_1
8980E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer (AF) Hakimpet
AS PER NIT
7 documents required · 7 mandatory
₹500
Garrison Engineer (AF) Hakimpet
₹57,800
Yes
17 Sept 2026
30 Jul 2026
29 Aug 2026
30 Jul 2026
27 Aug 2026
13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep & getting out in all type soil complete all as specified.any type of soil | 779 | Sqm | - | - |
| 2 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out any type of soil. | 34 | Cum | - | - |
| 3 | M&L for PCC 1:4:8 type D-2 (40mm graded aggregate) in foundation filling and mass concrete. | 5.5 | Cum | - | - |
| 4 | M&L for Formwork to sides of rough finished surfaces of flat 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 all as specified. | 70 | Sqm | - | - |
| 5 | M&L for use and waste Formwork to sides of pillars, post, stuts, coloumn and stanchirns rough finished surfaces of concrete square, rectangular or polygonal complete all as specified. | 33 | Sqm | - | - |
| 6 | M&L for use and waste Formwork to rough finished surfaces of sides and soffits of floor or roof beam, beam haunching, lintels, cantilevers, shelves including supports, overhangs etc complete all as specified | 42 | Sqm | - | - |
| 7 | M&L TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hookings ends and binding mild or securing with clips conform (Fe-410w or Fe-290) as specified. | 1,320 | Kg | - | - |
| 8 | M&L TMT bars 6mm to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hookings ends and binding mild or securing with clips conform (Fe-410w or Fe-290) as specified. | 850 | Kg | - | - |
| 9 | M&L Reinforced Cement concrete Nominal Mix, Type B1 1:2:4 (20 mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete | 10.5 | Cum | - | - |
| 10 | M&L for RCC Nominal Mix, Type B1 1:2:4 (using 20 mm grade stone aggregate) for columns, pillars, piers, posts and struts etc all as specified | 4 | Cum | - | - |
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