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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | L1 | Accepted-AOC L1 |
Tender Value
₹12.7 L
EMD Value
₹31,705
Closing Date
28 Sept 2023, 3:00 pmClosed
EXECUTIVE ENGINEER
LSGD DIVISION,JILLAPANCHAYATH ,PATHANAMTHITTA
LAC-ADS-LAC-ADS-Uluvathu kadavu Road in Kadapra G.P-General Civil Work (retender)
2023_LSGD_586768_40
02/2023-24/EE/LID and EW/PTA
Open Tender
Civil Works - Roads
Item Rate
180 days
PATHANAMTHITTA
PLEASE REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹2,760
₹31,705
Yes
20 Dec 2023
19 Sept 2023
3 Oct 2023
19 Sept 2023
28 Sept 2023
19 Sept 2023
Amount
Construction of Retaining wall and Road
11.1.1.2:Excavation for Structures<br> 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.<br> I. Ordinary soil <br>(ii) 3 m to 6 m depth
7.6.1:1 Providing and Laying Apron with Stone Boulders as per Drawings & Technical Specification Clause 1301 <br> Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
7.9.3:Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 <br> Providing and laying reinforced cement concrete pipe NP3 on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. <br> 3 750 mm dia
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.7.1:DRY 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.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD60654/2023-2024:Filling with contractor 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.
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD52546/2023-2024:odSupplying and fixing good quality granite Name Board with an area of 0.50m2 engraving letterss as per direction of Enginers- in- charge.
Bidder Name
RAJEEV KUMAR P R
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