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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC NO 10 44 GURU SARAVANA FLAT 19TH STREET NANGANALLUR CHENNAI 600 061 | CHENNAI | TAMIL NADU | 600061 | ₹2.2 Cr | L1 | Accepted-AOC L1, hence awarded |
| 2 | L2₹2.3 Cr+₹9.4 L (4.19%)Rejected-Finance | ₹2.3 Cr+₹9.4 L (4.19%) | L2 | Rejected-Finance L2, Rejected |
| 3 | L3₹2.4 Cr+₹10.4 L (4.61%)Rejected-Finance F5 SURIYAN ELITE RESIDENCY GANGAI AMMAN KOIL STREET KARUVADIKUPPAM PUDUCHERRY 605 008 | PONDICHERRY | PUDUCHERRY | 605008 | ₹2.4 Cr+₹10.4 L (4.61%) | L3 | Rejected-Finance L3, Rejected |
| 4 | L4₹2.5 Cr+₹25.5 L (11.3%)Rejected-Finance | ₹2.5 Cr+₹25.5 L (11.3%) | L4 | Rejected-Finance L4, Rejected |
| 5 | L5₹2.7 Cr+₹40.2 L (17.9%)Rejected-Finance NO 208 3C THIRUVAMATHUR CROSS ROAD GINGEE SALAI VILLUPURAM TAMIL NADU 605 601 | VILLUPURAM | TAMIL NADU | 605601 | ₹2.7 Cr+₹40.2 L (17.9%) | L5 | Rejected-Finance L3, Rejected |
| Sl No | Description | Qty | Unit | M/S SRI MARUTHI CONSTRUCTIONS L3 | RECHI CONSTRUCTION PVT LTD L1 | M/s Raghava Project Constructions Pvt. Ltd. L4 | K.MURUGESAN L2 | selliamman constructions private limited L6 | MKM Constructions L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
(a) All kinds of soil | 12,520 | Sqm. | 5 ₹62,600 Lowest | 15 ₹1,87,800 | 15 ₹1,87,800 | 115 ₹14,39,800 | 20 ₹2,50,400 | 14 ₹1,75,280 |
| 2.00 | Consolidation of subgrade with power road roller of 8 to 10 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade as directed by Engineer-in-charge. | 21,300 | Sqm. | 5 ₹1,06,500 Lowest | 18 ₹3,83,400 | 15 ₹3,19,500 | 30 ₹6,39,000 | 6 ₹1,27,800 | 30 ₹6,39,000 |
| 3.00 | Construction of Subgrade embankment with Moorum/gravel soil brought out from approved quarry out side the airport premises. The complete operation will include spreading the Moorum with dozer, dressing, levelling, providing camber, grading with motor grader and consolidating with vibratory roller 8-10 tonne capacity in layers not exceeding 20cm in depth to achieve 95% of the field density including making good the undulation etc. to meet requirement of table 300-2 of MoRTH Specifications, Technical Specifications and drawings complete and directions of Engineer-in-Charge. The embankment constructions should satisfy minimum CBR value of 15 to 20as per design requirement. (Cost includes all leads, taxes, royalty, operations and obtaining field density from the approved lab or Govt Engineering college). | 26,300 | Cum. | 665 ₹1,74,89,500 | 650 ₹1,70,95,000 | 728 ₹1,91,46,400 | 580 ₹1,52,54,000 Lowest | 979 ₹2,57,47,700 | 760 ₹1,99,88,000 |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
(a) All kinds of soil. | 230 | Cum. | 150 ₹34,500 | 150 ₹34,500 | 137 ₹31,510 | 180 ₹41,400 | 150 ₹34,500 | 27 ₹6,210 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(a) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 40 | Cum. | 4,600 ₹1,84,000 | 4,500 ₹1,80,000 | 4,000 ₹1,60,000 Lowest | 6,200 ₹2,48,000 | 5,000 ₹2,00,000 | 4,000 ₹1,60,000 Lowest |
| 6.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
a) Cement mortar 1:6 (1 cement : 6 coarse sand) | 170 | Cum. | 5,000 ₹8,50,000 | 4,000 ₹6,80,000 Lowest | 5,200 ₹8,84,000 | 7,000 ₹11,90,000 | 5,500 ₹9,35,000 | 4,800 ₹8,16,000 |
| 7.00 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete | 4,330 | Sqm. | 600 ₹25,98,000 | 500 ₹21,65,000 | 540 ₹23,38,200 | 400 ₹17,32,000 Lowest | 650 ₹28,14,500 | 650 ₹28,14,500 |
| 8.00 | Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand) :
a) Flush/ Ruled pointing | 4,330 | Sqm. | 300 ₹12,99,000 | 120 ₹5,19,600 | 220 ₹9,52,600 | 300 ₹12,99,000 | 300 ₹12,99,000 | 111 ₹4,80,630 Lowest |
| 9.00 | Carriage of materials by mechanical transport including loading, unloading and stacking for a lead of 1 km
a) Lime, moorum, building rubbish | 640 | Cum. | 120 ₹76,800 | 140 ₹89,600 | 140 ₹89,600 | 200 ₹1,28,000 | 100 ₹64,000 | 48 ₹30,720 Lowest |
| 10.00 | Carriage of materials by mechanical transport including loading, unloading and stacking for a lead of 1 km
(a) Sand, stone aggregate below 40 mm nominal size | 270 | Cum. | 120 ₹32,400 | 140 ₹37,800 | 140 ₹37,800 | 220 ₹59,400 | 200 ₹54,000 | 48 ₹12,960 Lowest |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
12 Oct 2024, 6:00 pmClosed
Sr. Manager
AAI, Puducherry Airport.
Improvement of RESA at Puducherry Airport. SH Grade Correction of RESA at 07 side.
2024_AAI_207786_1
AAI/PDY/SM(E-C)/Imp. of RESA/2024-25
Open Tender
Civil Works
Works
270 days
AAI, Puducherry Airport
As per Tender document
9 documents required · 9 mandatory
₹1,180
₹5.9 L
30 Aug 2025
16 Sept 2024
14 Oct 2024
17 Sept 2024
12 Oct 2024
17 Sept 2024
17 Sept 2024 - 4 Oct 2024
Amount
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. (a) All kinds of soil
Consolidation of subgrade with power road roller of 8 to 10 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade as directed by Engineer-in-charge.
Construction of Subgrade embankment with Moorum/gravel soil brought out from approved quarry out side the airport premises. The complete operation will include spreading the Moorum with dozer, dressing, levelling, providing camber, grading with motor grader and consolidating with vibratory roller 8-10 tonne capacity in layers not exceeding 20cm in depth to achieve 95% of the field density including making good the undulation etc. to meet requirement of table 300-2 of MoRTH Specifications, Technical Specifications and drawings complete and directions of Engineer-in-Charge. The embankment constructions should satisfy minimum CBR value of 15 to 20as per design requirement. (Cost includes all leads, taxes, royalty, operations and obtaining field density from the approved lab or Govt Engineering college).
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a) All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : a) Cement mortar 1:6 (1 cement : 6 coarse sand)
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete
Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand) : a) Flush/ Ruled pointing
Carriage of materials by mechanical transport including loading, unloading and stacking for a lead of 1 km a) Lime, moorum, building rubbish
Carriage of materials by mechanical transport including loading, unloading and stacking for a lead of 1 km (a) Sand, stone aggregate below 40 mm nominal size
Supplying, spreading and filling of M sand in ground level including watering, ramming and dressing complete as per the direction of Engineer in Charge. (Cost includes all leads, taxes, royalty, operations etc,.) (payment shall be made for compacted thickness only)
Spreading and filling of available M sand in ground level including loading, unloading, watering, ramming and dressing complete as per the direction of Engineer in Charge. (Cost includes all leads, lifts, operations etc,.) (payment shall be made for compacted thickness only)
K.MURUGESAN (BID ID -754718)
M/S SRI MARUTHI CONSTRUCTIONS (BID ID -745619)
M/s Raghava Project Constructions Pvt. Ltd. (BID ID -755364)
MKM Constructions (BID ID -754334)
selliamman constructions private limited (BID ID -755492)
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