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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.3 CrAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹22.1 Cr+₹82.3 L (3.87%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹22.8 Cr+₹1.5 Cr (7.08%)Rejected-Finance 3 A AGRAWAL NAGAR INDORE M P 452001 | INDORE | INDORE | MADHYA PRADESH | 452001 | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹23.2 Cr+₹2.0 Cr (9.17%)Rejected-Finance | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹23.5 Cr+₹2.3 Cr (10.6%)Rejected-Finance 102 RAVINDRA NAGAR OLD PALASIA INDORE M P | INDORE | MADHYA PRADESH | 452001 | L5 | Rejected-Finance Not being L1 |
Tender Value
₹25.3 Cr
EMD Value
₹50.3 L
Closing Date
11 Sept 2024, 6:00 pmClosed
Sr. Manager Engg.(C)
RG Bhawan, Safdarjung Airport, New Delhi-110003
Re-surfacing of Runway and Taxiways at DABH Airport, Indore
2024_AAI_205394_1
AAI/CHQ/Engg/WR/Indore/Runway
Open Tender
Construction Works
Item Rate
360 days
Indore
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,900
₹50.3 L
23 Dec 2024
21 Aug 2024
18 Sept 2024
22 Aug 2024
11 Sept 2024
31 Aug 2024
22 Aug 2024 - 28 Aug 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and laying of Hot Mix Dense bituminous macadam (DBM) using crushed stone aggregate of quality, size and grading as specified and Cement filler of quality 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 110 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Cement by weight aggregates as filler material]. | 2,758 | Cum | - | - |
| 2 | Providing and laying of Hot Mix Semi Dense Asphaltic concrete (SDAC) using crushed stone aggregate of quality, size and grading as specified and Cement filler of quality as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula 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 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Cement by weight aggregates as filler material]. | 10,424 | Cum | - | - |
| 3 | Providing and laying of Hot Mix Dense asphaltic concrete (DAC) using crushed stone aggregate of quality, size and grading as specified and Cement filler of quality 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 aggregates as filler material]. | 7,775 | Cum | - | - |
| 4 | Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS:8887, spraying the bitumen with mechanically operated spray unit at the rate specified below, cleaning and preparing the existing pavement surface as per specifications complete in all respects as per direction of Engineer-In-Charge. If the actual quantity of bitumen varies from the quantity specified, necessary cost adjustment for deviation in the quantity of bitumen shall be done as per rate in actual supply voucher from nearest refinery at the time of execution. The rate of bitumen exclusive of GST shall only be considered for payment.
0.20 Kg/Sqm on existing bituminous surface | 4,13,114 | Sqm | - | - |
| 5 | Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS:8887, spraying the bitumen with mechanically operated spray unit at the rate specified below, cleaning and preparing the existing pavement surface as per specifications complete in all respects as per direction of Engineer-In-Charge. If the actual quantity of bitumen varies from the quantity specified, necessary cost adjustment for deviation in the quantity of bitumen shall be done as per rate in actual supply voucher from nearest refinery at the time of execution. The rate of bitumen exclusive of GST shall only be considered for payment.
0.30 Kg/Sqm on existing concrete surface | 6,559 | Sqm | - | - |
| 6 | Providing and applying primer coat with bitumen emulsion SS1 grade conforming to IS:8887 on prepared surface of Granular Base including clearing of surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means complete in all respects as per direction of Engineer-In-Charge. The contractor shall quote his rates assuming quantity of bitumen emulsion as 0.70 Kg/Sqm. If the actual quantity of bitumen emulsion varies from the quantity assumed above, necessary cost adjustment for deviation in the quantity of bitumen emulsion shall be done as per rate in actual supply voucher from nearest refinery at the time of execution. The rate of bitumen emulsion exclusive of GST shall only be considered for payment. | 30 | Sqm | - | - |
| 7 | Earthwork in excavation in all kinds of soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimiming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location with all lifts and leads within airport premises as per satisfaction and direction of Engineer-In-Charge. | 3,535 | Cum | - | - |
| 8 | Earth work in Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and disposal for all lifts and lead within airport premises as per direction and satisfaction of Engineer in charge. | 282 | Cum | - | - |
| 9 | Filling Available excavated earth in Airport operational area premises inlucing all leads etc complete ( excluding Rock) in embankment or depressions in accordance with requirements of lines, grades and in cross sections in layers not exceeding 20cm in depth consolidating each deposit layer by watering and ramming and every third top most layer with 8-10 tonne vibratory roller / soil compactor etc complete as per direction and satisfaction of Engineer Incharge. Payment to be made for compacted quantity only. | 3,494 | Cum | - | - |
| 10 | Preparation of granular sub-base by providing close graded material, conforming to specifications mixing in a mechanical mix plant at OMC, carriage of mixed material by mechanical transport to work site, for all leads and lifts, spreading in uniform layers of specified thickness with mechanical means including neatly leveling & dressing on prepared surface and compacting with vibratory power roller to achieve the desired density, complete and as per direction of Engineer-in-charge.
For Grading- III Material | 2,443 | Cum | - | - |
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