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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.9 L+₹1.2 L (11.9%)Rejected-AOC PULIMOOTTIL H PALLARIMANGALAM AE LSGD PALLARIMANGALAM G P PALLARIMANGALAM | THRISSUR | KERALA | 680667 | L2 | Rejected-AOC L2 |
Tender Value
₹9.7 L
EMD Value
₹24,364
Closing Date
11 Nov 2024, 6:00 pmClosed
Assistant Engineer
Municipal Office, Kothamangalam.
ANNUAL PROJECTS 2024-25- PROJECT NO 62/25 LAKSHAMVEED COLONY ROAD CONCRETING JAWAHAR NAGAR MOSCO LINK ROAD TILE PAVING KARUKADAM PAZHAYA ROAD RETARRING MATHIRAPPILLY RIVER ROAD RETARRING PALLIPPADI MOSCO LINK ROAD RETARRING IN WARD 20-
2024_LSGD_701639_1
LSGD/CELSGD/20451/2024-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Kothamangalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,150
₹24,364
10 Mar 2025
2 Nov 2024
12 Nov 2024
2 Nov 2024
11 Nov 2024
2 Nov 2024
Amount
ROAD MAINTENANCE
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.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry 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)
OD169169/2024-2025:Sectioning upto150 mm and forming the surface for old roadway etc. complete as per direction of Engineer in charge.
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)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD113201/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin?charge.
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)
IBRAHIM.P.K (BID ID -1972416)
Bidder Name
SAJI K KOYA
IBRAHIM.P.K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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