LAC-ADS-LAC ADS-(2024-25) Sri. SAJEEV JOSEPH MLA Irikkur LAC-3 Nos Roads in Chengalayi GP

Amount

Sebatian Road

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.

4.3:Gravel/Soil-Aggregate Surface Course (Table 400.3)<br> Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

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)

OD197038/2024-2025:Engraving letters in hard stone (Modified data 16.21 of DAR)

OD472300/2024-2025: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

OD472301/2024-2025: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

Koonam-Company Road

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

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

4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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 granular surfaces treated with primer & 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)

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

OD197046/2024-2025:Engraving letters in hard stone (Modified data 16.21 of DAR)

OD472319/2024-2025: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

OD472320/2024-2025: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

Parippayi Kokkunnu Road

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.

OD197049/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Data bsed on DAR 60.7.1)

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

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)

OD197053/2024-2025:Engraving letters in hard stone (Modified data 16.21 of DAR)

OD472328/2024-2025: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

OD472329/2024-2025: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

JALEEL. C.P. (BID ID -2168650)

Ajith E P (BID ID -2168372)

BIJU E P (BID ID -2168478)

Bidder Name

SAJI SEBASTIAN

JALEEL. C.P.

BIJU E P

Ajith E P