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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution of Kolazhy gp | |
| 2 | L2₹4.6 L+₹24,060.98 (5.49%)Rejected-AOC | L2 | Rejected-AOC Accepted Vide Resolution of Kolazhy gp |
Tender Value
₹4.0 L
EMD Value
₹10,050
Closing Date
19 Sept 2023, 6:00 pmClosed
NEETHU GOPAL
KOLAZHY GRAMAPANCHAYAT, THIROOR , MGKAVU, 680581, 0487-2200271
Kundukulam Canal Road Retarring Ward1 -Project no. 41/24
2023_LSGD_600933_6
05_AE_LSGD_KGP_2023
Open Tender
Civil Works - Roads
Item Rate
180 days
KOLAZHY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹890
Yes
₹10,050
Yes
2 Aug 2025
12 Sept 2023
21 Sept 2023
12 Sept 2023
19 Sept 2023
12 Sept 2023
Amount
RETARRING
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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 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.
75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Mechanical Means Type A (II) Bitumen (S-65)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD70792/2023-2024:DRY RUBBLE-Dry rubble with out concrete levelling course masonry with good quality blasted rubble including etc complete
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
VINODAN N K
Bidder Name
Nithin V.R
VINODAN N K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_893900.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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