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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.5 LAccepted-AOC | ₹27.5 L | L1 | Accepted-AOC After Financial Evaluation the agency M/s Thunga Brothers lowest quoted amount became L1. |
| 2 | L2₹34.0 L+₹6.4 L (23.4%)Rejected-Finance | ₹34.0 L+₹6.4 L (23.4%) | L2 | Rejected-Finance Since, the bidder became L2 |
| Sl No | Description | Qty | Unit | M/s S.V.CONSTRUCTIONS L1 | M/s Raghava Project Constructions Pvt. Ltd. L2 |
|---|---|---|---|---|---|
| 1.00 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm (Actual area measured in sqm correct up to two decimal places after execution will only be considered for payment.) | 4,970 | SQM | 14.1 ₹70,077 Lowest | 30 ₹1,49,100 |
| 2.00 | Milling out existing bituminous surface upto 50mm depth by using cold milling machine including transportation of the milled materials to suitable disposal area within the Airport premises of lead upto 2 Km, cleaning of the milled areas including removal of loose materials etc., as per the direction of Engineer-In-Charge. (Actual area measured in sqm correct up to two decimal places after execution will only be considered for payment.) | 4,970 | SQM | 50 ₹2,48,500 Lowest | 100 ₹4,97,000 |
| 3.00 | Providing and laying of Hot Mix Dense Asphaltic Concrete (DAC) using crushed stone aggregate of quality, size and grading as specified and cement as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 content shall be taken as 135 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material]. (Actual quantity arrived based on the level calculations in cum correct up to two decimal places will be considered for payment.) | 250 | CUM | 9,736 ₹24,34,000 Lowest | 11,000 ₹27,50,000 |
Tender Value
₹35.4 L
EMD Value
₹1.1 L
Closing Date
29 Sept 2025, 11:00 amClosed
AGM (E-C)
Civil Engineering Department, Vijayawada Airport-521102
Resurfacing of damaged portion of Runway between chainage from 2286m to 2610m at Vijayawada Airport
2025_AAI_248371_1
AAI/VIJ/ENGG(C)/Runway Repair/2025-26
Open Tender
Civil Works
Item Rate
30 days
Civil engineering department, Vijayawada Airport
As per e NIT Conditions
12 documents required · 12 mandatory
₹1,180
₹1.1 L
8 Jun 2026
11 Sept 2025
30 Sept 2025
12 Sept 2025
29 Sept 2025
12 Sept 2025
12 Sept 2025 - 17 Sept 2025
Amount
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm (Actual area measured in sqm correct up to two decimal places after execution will only be considered for payment.)
Milling out existing bituminous surface upto 50mm depth by using cold milling machine including transportation of the milled materials to suitable disposal area within the Airport premises of lead upto 2 Km, cleaning of the milled areas including removal of loose materials etc., as per the direction of Engineer-In-Charge. (Actual area measured in sqm correct up to two decimal places after execution will only be considered for payment.)
Providing and laying of Hot Mix Dense Asphaltic Concrete (DAC) using crushed stone aggregate of quality, size and grading as specified and cement as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 content shall be taken as 135 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material]. (Actual quantity arrived based on the level calculations in cum correct up to two decimal places will be considered for payment.)
M/s Raghava Project Constructions Pvt. Ltd. (BID ID -904340)
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