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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC PAZHAYIDATH ERATTUPETTA | L1 | Accepted-AOC AGT EXECUTED | |
| 2 | L2₹8.9 L+₹32,954.61 (3.83%)Rejected-AOC VADANA HOUSE KUMMANNOOR | KERALA | L2 | Rejected-AOC HIGHER RATE SO REJECTED | |
| 3 | L3₹9.1 L+₹52,579.37 (6.10%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹8.5 L
EMD Value
₹21,175
Closing Date
14 Dec 2023, 6:00 pmClosed
Greeshma K.R
Office of the Assistant Engineer, LIDEW Section, Karoor Grama Panchayat
Annual Plan-Maintanance of Anthinad Kanjirathumpara Road-Project No.271-General Civil Work (Retender)
2023_LSGD_623038_2
06/2023/AE/LIDEW/KRGP
Open Tender
Civil Works - Roads
Item Rate
120 days
Karoor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,175
Yes
19 Jan 2025
5 Dec 2023
18 Dec 2023
5 Dec 2023
14 Dec 2023
5 Dec 2023
Amount
Road maintanance
OD239246/2023-2024:Engaging man coolie cleaning,clearing the site
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)
11.1.1.1: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
OD239279/2023-2024:DRY 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.
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, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
Mathachan m vadana
SREEDHARAN E K
Bidder Name
Mathachan m vadana
ABUL FAICY
SREEDHARAN E K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_947924.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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