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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | L1 | Accepted-AOC First Lowest | |
| 2 | L2₹5.8 L+₹49,678.03 (9.44%)Rejected-AOC | L2 | Rejected-AOC Second Lowest |
Tender Value
₹6 L
EMD Value
₹9,000
Closing Date
11 Jan 2022, 6:00 pmClosed
Assistant Engineer
Office of Assistant Engineer LSGD Section Ayarkunnam GP
P No 87 Construction of Side protection Wall Earth Filling and Hand Rail Fixing of Kattuveettil Kalluvalil Road
2022_LSGD_464882_2
7/AE/LSGD/E-TEN/ARKM/21-22
Open Tender
Civil Works - Roads
Item Rate
90 days
Ayarkunnam GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹9,000
31 Mar 2022
4 Jan 2022
15 Jan 2022
4 Jan 2022
11 Jan 2022
4 Jan 2022
Amount
protection wall
11.1.1.1 : Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i)Upto 3 m depth
od1580878/2021_2022 : DRY RUBBLE MASONRY _ Random rubble masonry with hard stone excluding Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
11.4.1.2 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (ii) Nominal mix 1:3.6 (Hand mixing)
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
filling
50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
P T THOMAS
Bidder Name
DJ INFRASTRUCTURES
P T THOMAS
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tech_eval.pdf
fin_eval.pdf
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finance_665571.pdf
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