LAC-ADS-LAC ADS 2024-25-Sri M V Govindhan Master MLA - Thaliparamba LACVarious Road works in Kurumathoor GP, Thaliparamba LAC

Amount

a) Koonam Vayanasala -Chembilode Road Concrete

3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

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)

OD23927/2025-2026:Brick work in cement mortar in foundation, earth work excavation for foundation, 12mm cement plaster of mix 1;4 including all theses items for Plaque fixing

OD23928/2025-2026:Fixing plaque for MPLADS/MLAADS work ; stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1;3 and cement slurry @3.3kg/sqm including pointing in white cement etc. complete ; granite of any colour and shade

OD23926/2025-2026:Engraving letters in hard stone

b) 7th Mile Kakkanjal cheppannul mappath Vayal Road widening and Retarring

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

4.1.A.2: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. (ii) For Grading II Material

4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

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.

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

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.

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 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 <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)

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)

OD23924/2025-2026:Brick work in cement mortar in foundation, earth work excavation for foundation, 12mm cement plaster of mix 1;4 including all theses items for Plaque fixing

OD23925/2025-2026:Fixing plaque for MPLADS/MLAADS work ; stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1;3 and cement slurry @3.3kg/sqm including pointing in white cement etc. complete ; granite of any colour and shade

OD23923/2025-2026:Engraving letters in hard stone

c) Vellarampara Mangalamkund Road Concrete

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

4.1.A.2: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. (ii) For Grading II 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)

OD23913/2025-2026:Brick work in cement mortar in foundation, earth work excavation for foundation, 12mm cement plaster of mix 1;4 including all theses items for Plaque fixing

OD23914/2025-2026:Fixing plaque for MPLADS/MLAADS work ; stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1;3 and cement slurry @3.3kg/sqm including pointing in white cement etc. complete ; granite of any colour and shade

OD23912/2025-2026:Engraving letters in hard stone

d) Panniyyoor Kurumulak Gaveshanakendram Road Concrete

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)

OD23909/2025-2026:Brick work in cement mortar in foundation, earth work excavation for foundation, 12mm cement plaster of mix 1;4 including all theses items for Plaque fixing

OD23910/2025-2026:Fixing plaque for MPLADS/MLAADS work ; stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1;3 and cement slurry @3.3kg/sqm including pointing in white cement etc. complete ; granite of any colour and shade

OD23908/2025-2026:Engraving letters in hard stone

SAJI SEBASTIAN (BID ID -2212063)

Arun P (BID ID -2211731)

SCARIA MANICKHATHAN (BID ID -2212127)

Bidder Name

SAJI SEBASTIAN

NARAYANAN KUTTY T

SCARIA MANICKHATHAN

Arun P