LAC-ADS-(2025-26), Ponnani LAC, Hon. MLA Shri. P. NANDAKUMAR (ID 23915) -Concreting of Illathel Abdurahman Memorial Road, Concreting of the Maranchery - Chelakkadavu Road from Thamalassery Centre to Chelakkadavu in Maranchery GP-General Civil Work

Amount

Illathel Abdurehman road

OD229481/2025-2026:(OD from DAR 2.28.1) surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m,lift up to 1.5m . All kinds of soil

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material

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)

OD272287/2025-2026:Providing and fixing Granite of any colour and shade for name board of required size laid over base of C M 1:4(1 cement : 4 course sand) including all charges Etc Complete at all levels including Lettering and ramp , fixing

Concreting of the Maranchery - Chelakkadavu Road from Thamalassery Centre to Chelakkadavu in Ward 09

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

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material

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)

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)

5.2.1a:Tack Coat 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.

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)

OD271888/2025-2026:Providing and fixing Granite of any colour and shade for name board of required size laid over base of C M 1:4(1 cement : 4 course sand) including all charges Etc Complete at all levels including Lettering and ramp , fixing

ANEESH E V (BID ID -2409967)

MUSTHAFA P V (BID ID -2410141)

MOHANDAS P (BID ID -2409673)

PRAKASHAN.AP (BID ID -2410378)

Bidder Name

A.V. MOOSAKUTTY

MOHANDAS P

PRAKASHAN.AP

MUSTHAFA P V

ANEESH E V