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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC ANGAMALY MUNICIPALITY ANGAMALY MUNICIPALITY | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.2 L+₹20,582.77 (2.56%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹8.3 L+₹29,727.66 (3.70%)Rejected-AOC MANJAPRA 683 581 EKM DIST | ERNAKULAM | KERALA | 683581 | L3 | Rejected-AOC L3 |
Tender Value
₹7.6 L
EMD Value
₹19,055
Closing Date
25 Mar 2025, 3:50 pmClosed
Prasad V.S
O/O The Asst Ex Engineer,Angamaly Municipality
GENERAL-ANKAMALY MUNICIPALITY 2024 25 St PETERS PALLI EDAPARA CHAKKARAPARAMBU ROAD RETARRING IN WARD 1 (Pro No 379/25) (AMC) General Civil Work
2025_LSGD_751782_1
PW 5579/23 (2024-25)
Open Tender
Civil Works - Roads
Item Rate
O/O The Asst Ex Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,055
Yes
8 May 2025
18 Mar 2025
26 Mar 2025
18 Mar 2025
25 Mar 2025
18 Mar 2025
Amount
st peters church-chakkaraparambu
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
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)
OD432662/2024-2025: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)
OD456665/2024-2025:Dry rubble masonry - Dry rubble masonry with departmental rubble with labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
P. RAMESAN (BID ID -2174110)
SANEESH KURIAKOSE (BID ID -2174764)
Bidder Name
P. RAMESAN
P.C THOMAS
SANEESH KURIAKOSE
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1218530.pdf
boq_comp_chart.xlsx
xlsx
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