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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹9.3 L+₹76,472.59 (8.22%)Accepted-AOC | L2 | Accepted-AOC L1 | |
| 2 | L1₹9.3 LRejected-AOC ANGAMALY MUNICIPALITY ANGAMALY MUNICIPALITY | ERNAKULAM | KERALA | 680667 | L1 | Rejected-AOC L2 |
Tender Value
₹9.3 L
EMD Value
₹23,305
Closing Date
13 Feb 2025, 2:30 pmClosed
Prasad V.S
O/o,Assistant Engineer,Angamaly Municipality
Annual Plan-ANGAMALY MUNICIPA LITY 202 4 - 2 5 - PAINADATHU ROAD , VELLILAPONGU ROAD RE TARRING ,IRISH DRAIN IN WARD 30 (Pro no 53-2025)-(AMC)-General Civil Work
2025_LSGD_730247_10
5579/23 (2024-2025)
Open Tender
Civil Works - Roads
Item Rate
365 days
O/o, Assistant Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,055
Yes
₹23,305
Yes
7 Mar 2025
6 Feb 2025
15 Feb 2025
6 Feb 2025
13 Feb 2025
6 Feb 2025
Amount
Road maintenance
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual 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 Manual Means Type A (II) Bitumen (S-65)
OD260129/2024-2025: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-WITHOUT FORM WORK(MODIFIED 75.8.1) (i) Nominal mix (1:2:4)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
P.C THOMAS (BID ID -2103596)
Bidder Name
P.C THOMAS
K.M BABU
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1176700.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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