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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.4 L+₹33,602.21 (3.32%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹12.6 L+₹2.5 L (24.9%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹13.4 L
EMD Value
₹20,100
Closing Date
22 Nov 2021, 5:00 pmClosed
Assistant Executive Engineer
AEE2 Main office Thiruvananthapuram Corporation
Pro.No. 1603/2021-22 Madathuvilakam Kattachal Anganwadi road balance portion Drain and concreting.
2021_LSGD_453528_1
TVPM corp /AEE2/1603/21-22
Open Tender
Civil Works - Roads
Item Rate
120 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
Yes
₹20,100
Yes
16 Jan 2022
16 Nov 2021
25 Nov 2021
16 Nov 2021
22 Nov 2021
16 Nov 2021
Amount
Drain
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
od1420463/2021_2022 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br><br>I. P.C.C grade M 10 <br><br>(i) Nominal mix 1:3:6
11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15 (i)Nominal mix (1:2.5:5)
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
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
2.7.D : Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(D)Dry Rubble Masonry
75.7.1 : DRY RUBBLE MASONRY _ Random rubble masonry with hard stone, including 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.
od1420465/2021_2022 : Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br><br>III. Randomrubble masonry (iii) In 1:6 cement mortar
od1420466/2021_2022 : DRY RUBBLE MASONRY USING DEPARTMENTAL RUBBLE- Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete
concrete
od1420473/2021_2022 : 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 <br> <br> <br><br>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 <br> <br> <br><br>
od1420517/2021_2022 : <br> Filling with contractor own earth (excluding rock) in open areas 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<br>1.5 m as per direction of site Engineer-in-charge." <br> <br> <br><br><br><br><br> Filling with contractor own earth (excluding rock) in open areas 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<br>1.5 m as per direction of site Engineer-in-chargeFilling with contractor own earth (excluding rock) in open areas 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<br>1.5 m as per direction of site engineer in charge<br>
75.8.1.1.A : Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
SATHEESAN K
Vijayachandran. S
Bidder Name
SATHEESAN K
RAVEENDRAN
Vijayachandran. S
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