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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC | ₹4.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.0 Cr+₹44.6 L (9.79%)Rejected-Finance 87 1 PERIYASAMY ROAD WEST R S PURAM COIMBATORE 641002 | COIMBATORE | COIMBATORE | TAMIL NADU | 641002 | ₹5.0 Cr+₹44.6 L (9.79%) | L2 | Rejected-Finance L2. |
| 3 | L3₹5.4 Cr+₹82.9 L (18.2%)Rejected-Finance | ₹5.4 Cr+₹82.9 L (18.2%) | L3 | Rejected-Finance L3. |
| 4 | L4₹5.7 Cr+₹1.1 Cr (24.2%)Rejected-Finance | ₹5.7 Cr+₹1.1 Cr (24.2%) | L4 | Rejected-Finance L4. |
| 5 | L5₹5.7 Cr+₹1.2 Cr (25.4%)Rejected-Finance | ₹5.7 Cr+₹1.2 Cr (25.4%) | L5 | Rejected-Finance L5. |
| Sl No | Description | Qty | Unit | K.MURUGESAN L7 | Saraswathi Engineering Construction (P) Ltd. L4 | CREATORS ENGINEERS AND INTERIORS PVT LTD L8 | SRI RAMANA BUILDING CONSTRUCTIONS PRIVATE LIMITTED L3 | ANITECH INFRAA L5 | ATR INFRAPROJECTS PVT LTD L1 | M/S. NAVEEN CONSTRUCTIONS L6 | M/s Sri Aneka Properties Private Limited L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Carriage of earth By Mechanical Transport including loading, unloading and stacking for lead upto 1 km complete as per directions of Engineer-in-Charge. | 550 | Cum | 250 ₹1,37,500 | 180 ₹99,000 | 220 ₹1,21,000 | 150 ₹82,500 | 150 ₹82,500 | 141.06 ₹77,580.26 Lowest | 200 ₹1,10,000 | 187 ₹1,02,850 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.
- All kinds of soil | 2,180 | Cum | 260 ₹5,66,800 | 180 ₹3,92,400 | 175 ₹3,81,500 | 150 ₹3,27,000 | 220 ₹4,79,600 | 101.56 ₹2,21,399.96 Lowest | 235 ₹5,12,300 | 224 ₹4,88,320 |
| 3.00 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil. | 640 | Cum | 350 ₹2,24,000 | 180 ₹1,15,200 | 265 ₹1,69,600 | 150 ₹96,000 | 220 ₹1,40,800 | 135.41 ₹86,664.21 Lowest | 235 ₹1,50,400 | 262 ₹1,67,680 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and complete for all lift. | 1,190 | Cum | 30 ₹35,700 Lowest | 180 ₹2,14,200 | 166 ₹1,97,540 | 150 ₹1,78,500 | 120 ₹1,42,800 | 73.35 ₹87,284.85 | 130 ₹1,54,700 | 187 ₹2,22,530 |
| 5.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | 50 | Sqm | 350 ₹17,500 | 144 ₹7,200 | 283 ₹14,150 | 300 ₹15,000 | 120 ₹6,000 | 470.18 ₹23,509.17 | 100 ₹5,000 | 68 ₹3,400 Lowest |
| 6.00 | Supplying and filling in plinth with M sand under floors, including watering, ramming, consolidating and dressing complete. | 195 | Cum | 3,000 ₹5,85,000 | 2,250 ₹4,38,750 | 2,650 ₹5,16,750 | 2,500 ₹4,87,500 | 2,400 ₹4,68,000 | 648.85 ₹1,26,526.36 Lowest | 2,900 ₹5,65,500 | 2,661 ₹5,18,895 |
| 7.00 | Excavating trenches by mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 20 | Metre | 200 ₹4,000 | 360 ₹7,200 | 400 ₹8,000 | 500 ₹10,000 | 471 ₹9,420 | 423.17 ₹8,463.3 | 250 ₹5,000 | 16.98 ₹339.6 Lowest |
| 8.00 | Excavating trenches by mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil. Pipes, cables etc. exceeding 300 mm dia. but not exceeding 600 mm dia | 20 | Metre | 200 ₹4,000 | 630 ₹12,600 | 580 ₹11,600 | 500 ₹10,000 | 736 ₹14,720 | 423.17 ₹8,463.3 | 275 ₹5,500 | 34 ₹680 Lowest |
| 9.00 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-30 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).
a) 600 mm dia piles
Note: : Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum | 1,345 | Metre | 5,000 ₹67,25,000 | 3,240 ₹43,57,800 | 4,000 ₹53,80,000 | 4,050 ₹54,47,250 | 2,800 ₹37,66,000 | 3,611.01 ₹48,56,806.57 | 3,500 ₹47,07,500 | 2,420 ₹32,54,900 Lowest |
| 10.00 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit the design of loading platform for the
approval of Engineer-in-charge.
a) Single pile above 50 tonne and upto 100 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity) | 1 | Per Test | 3,00,000 ₹3,00,000 | 3,60,000 ₹3,60,000 | 85,000 ₹85,000 Lowest | 2,00,000 ₹2,00,000 | 1,80,000 ₹1,80,000 | 3,10,321.05 ₹3,10,321.05 | 2,02,000 ₹2,02,000 | 3,00,000 ₹3,00,000 |
Tender Value
₹6.1 Cr
EMD Value
₹18.4 L
Closing Date
4 Apr 2025, 6:00 pmClosed
AGM (Engg-Civil)
Operational offices, RHQ/SR, Chennai.
Construction of Sub Station and Ancillary Works for New ASR Collocated MSSR at Chennai Airport
2025_AAI_228529_1
AAI/SR/Engg/MSSR Sub Station/24-25/
Open Tender
Civil Works
Item Rate
300 days
Chennai
Please refer Tender documents.
14 documents required · 14 mandatory
₹1,770
₹18.4 L
21 Nov 2025
10 Mar 2025
11 Apr 2025
10 Mar 2025
4 Apr 2025
10 Mar 2025
10 Mar 2025 - 17 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Carriage of earth By Mechanical Transport including loading, unloading and stacking for lead upto 1 km complete as per directions of Engineer-in-Charge. | 550 | Cum | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.
- All kinds of soil | 2,180 | Cum | - | - |
| 3 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil. | 640 | Cum | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and complete for all lift. | 1,190 | Cum | - | - |
| 5 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | 50 | Sqm | - | - |
| 6 | Supplying and filling in plinth with M sand under floors, including watering, ramming, consolidating and dressing complete. | 195 | Cum | - | - |
| 7 | Excavating trenches by mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 20 | Metre | - | - |
| 8 | Excavating trenches by mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil. Pipes, cables etc. exceeding 300 mm dia. but not exceeding 600 mm dia | 20 | Metre | - | - |
| 9 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-30 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).
a) 600 mm dia piles
Note: : Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum | 1,345 | Metre | - | - |
| 10 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit the design of loading platform for the
approval of Engineer-in-charge.
a) Single pile above 50 tonne and upto 100 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity) | 1 | Per Test | - | - |
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