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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | L1 | Accepted-AOC agr kpt | |
| 2 | L2₹5.8 L+₹25,417.40 (4.55%)Rejected-AOC | L2 | Rejected-AOC l2 |
Tender Value
₹5.1 L
EMD Value
₹12,708
Closing Date
14 Feb 2024, 5:00 pmClosed
George Thomas Chirayil
Office of the Assistant Engineer, LIDEW Section, Chettikulangara Grama Panchayat
Culvert construction in Puthuvila mukku - Thattakkattu Kshethram Road-proj numbr 244
2024_LSGD_654965_3
07/20203-24/AE/LIDEW/CHTGP/1 PHASE
Open Tender
Civil Works - Roads
Item Rate
60 days
Chettikulangara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,708
Yes
22 Mar 2024
7 Feb 2024
16 Feb 2024
7 Feb 2024
14 Feb 2024
7 Feb 2024
Amount
Culvert construction
2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete
OD297921/2023-2024:Ring Bund putting up ring bund as per approved shape 2.5 m bottom width 1.5m top width using empty /gunny polythene bags filled with earth placed in 2 rows at .6m apart and filled in between with puddle clay to form bund for an average height 2.5m using coconut full size post vertical as horizontal including labour dismantling the bund after completion of the work etc complete.
OD297919/2023-2024:Bailing out water with 5HP engine and pump set including conveyence to site and erection, cost of fuel, lubrication oil, and other stores , pay of staff etc. complete.
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
14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <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 <br>II. P.C.C grade M 15 <br> (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 & 1203<br> IV. 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
OD383488/2023-2024: Cod1742630/2022_2023 :Construction of Subgrade and Earthen Shoulders - Construction of sub grade and earthen shoulders with approved materials material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement with lead up to 1000 mas per Technical Specification Clause303.1 (With Roller) JP
Approach Road Concreting
OD383170/2023-2024:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from Scarifying with power roller
OD373414/2023-2024:Granular sub base or base or surface course with local materials ( Table 400.13) by mix in place method normal. Construction of granular sub base by providing local material spreading 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.(ii) using Gravel mix soil.
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)
N VIJAYARAJAN
Bidder Name
BALAKRISHNAN
N VIJAYARAJAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1012258.pdf
boq_comp_chart.xlsx
xlsx
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