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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC L1 bidder after Financial Evaluation |
| 2 | L2₹1.1 Cr+₹12.9 L (12.6%)Rejected-Finance | ₹1.1 Cr+₹12.9 L (12.6%) | L2 | Rejected-Finance As per NIT |
| 3 | L3₹1.3 Cr+₹31.3 L (30.7%)Rejected-Finance | ₹1.3 Cr+₹31.3 L (30.7%) | L3 | Rejected-Finance As per NIT |
| 4 | L4₹1.3 Cr+₹31.3 L (30.7%)Rejected-Finance | ₹1.3 Cr+₹31.3 L (30.7%) | L4 | Rejected-Finance As per NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per NIT conditions |
Tender Value
Refer Docs
EMD Value
₹3.0 L
Closing Date
7 Feb 2023, 3:00 pmClosed
Asst. Gen. Manager (Engg-C)
Asst. Gen. Manager (Engg-C) AAI, Goa Airport, Goa
Provision of Paver Blocks near Gate No. 1 to relocate Porta Cabins for Airside Operations of Airlines, development near GSD Gate including drainage
2023_AAI_141635_1
AAI/GOA/Engg(C)/PAV/2022-23
Open Tender
Civil Works - Others
Item Rate
120 days
Dabolim Airport
As per NIT
13 documents required · 13 mandatory
₹1,180
₹3.0 L
5 Jul 2024
17 Jan 2023
8 Feb 2023
18 Jan 2023
7 Feb 2023
18 Jan 2023
18 Jan 2023 - 1 Feb 2023
Amount
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: All kinds of soil
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil
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. 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Moorum
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
SURAJ FAL DESSAI
Essar Engineering and Infra Projects
PAVING STONE INDIA PVT. LTD.
stage.html
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tech_eval.pdf
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fin_eval.pdf
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