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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-Finance | ₹22.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹23.6 L+₹1.0 L (4.64%)Rejected-Finance 13 8 4 REVENUE WARD 13 THATHAIAH GUNTA TIRUPATI ANDHRA PRADESH 517501 | CHITTOOR | ANDHRA PRADESH | 517501 | ₹23.6 L+₹1.0 L (4.64%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ESHYAN INFRATECH L1 | NIRMAAN PROJECTS L2 |
|---|---|---|---|---|---|
| 1.01 | 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 | 2,100 | SQM | 10.5 ₹22,050 | 10 ₹21,000 Lowest |
| 1.02 | 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. | 2,520 | SQM | 150 ₹3,78,000 Lowest | 150 ₹3,78,000 Lowest |
| 1.03 | 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
Note: The Job Mix Formula indicating the Mix proportions of aggregate along with the design bitumen content at Optimum Bitumen content are as follows:
1) 10mm aggregate - 30% by weight of mix
2) 6mm aggregate - 15% by weight of mix
3) 2.36mm aggregate - 53% by weight of mix
4) Cement - 2% by weight of mix
5) Design bitumen content by weight of Mix (%) - 135.25 Kg/Cum (or) 6.2%
This particular Job mix details as per above proportions is to be used by the agency for purpose of this item and it is implied that the agency has read this JMF and quoted his/her rates accordingly. | 105 | CUM | 17,691 ₹18,57,555 Lowest | 18,699 ₹19,63,395 |
Tender Value
₹20.5 L
EMD Value
₹61,627
Closing Date
24 Aug 2026, 6:00 pmClosed
AGM(E-C)
KADAPA AIRPORT
AR and MO of Civil works during 2026-27. SH. Surface correction of Runway near Threshold on RWY 29 side at Kadapa Airport
2026_AAI_278465_1
AAI/KDP/E-C/RWY-Surface work/2026-27
Open Tender
Civil Works
Item Rate
30 days
KADAPA AIRPORT
Please refer Tender documents.
16 documents required · 16 mandatory
₹1,180
₹61,627
12 Sept 2026
14 Aug 2026
26 Aug 2026
14 Aug 2026
24 Aug 2026
17 Aug 2026
14 Aug 2026 - 16 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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 | 2,100 | SQM | - | - |
| 1.02 | 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. | 2,520 | SQM | - | - |
| 1.03 | 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
Note: The Job Mix Formula indicating the Mix proportions of aggregate along with the design bitumen content at Optimum Bitumen content are as follows:
1) 10mm aggregate - 30% by weight of mix
2) 6mm aggregate - 15% by weight of mix
3) 2.36mm aggregate - 53% by weight of mix
4) Cement - 2% by weight of mix
5) Design bitumen content by weight of Mix (%) - 135.25 Kg/Cum (or) 6.2%
This particular Job mix details as per above proportions is to be used by the agency for purpose of this item and it is implied that the agency has read this JMF and quoted his/her rates accordingly. | 105 | CUM | - | - |
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