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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 CrAccepted-AOC | L1 | Accepted-AOC Bein L1 | |
| 2 | L2₹19.7 Cr+₹55.0 L (2.87%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹21.2 Cr+₹2.0 Cr (10.5%)Rejected-Finance | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹22.8 Cr+₹3.6 Cr (19.0%)Rejected-Finance 9 A PONGALIVALASU KODUMUDI POST ERODE 638 151 | KARUR | TAMIL NADU | 638151 | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹23.7 Cr+₹4.5 Cr (23.7%)Rejected-Finance | L5 | Rejected-Finance Being L5 |
Tender Value
₹23.6 Cr
EMD Value
₹47.2 L
Closing Date
14 Sept 2023, 3:00 pmClosed
Asst. General Manager (E-C)
AGM (E-C), Operational offices Chennai Airport
Development of infrastructure for City side Traffic flow Management with Plaza, Pick-up lanes and necessary Ancillary facilities at Chennai Airport (Civil and Electrical works
2023_AAI_165471_1
AAI/CHN/CMD-II/2023/012
Open Tender
Construction Works
Item Rate
365 days
Operational Offices, CMD, AGM
Please refer Tender documents.
17 documents required · 17 mandatory
₹5,900
₹47.2 L
Yes
6 Nov 2023
24 Aug 2023
15 Sept 2023
24 Aug 2023
14 Sept 2023
24 Aug 2023
24 Aug 2023 - 31 Aug 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH : Civil | |||||
| 1.01 | 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 lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil. | - | cum | 100 | - |
| 2 | 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. | - | cum | 100 | - |
| 3 | 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 lift upto 1.5 m. | - | cum | 10 | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 10 | - |
| 5 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete :
1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | 10 | - |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
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 minimum specified 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 :
a) Concrete of M10 grade with minimum cement content of 220 kg /cum | - | cum | 10 | - |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
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 minimum specified 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 :
a ) Concrete of M15 grade with minimum cement content of 240 kg /cum | - | cum | 10 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | 10 | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for:
a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | 10 | - |
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