Project no 42/24-25 Perappil Ambillery road maintencence in ward 6 of Mavoor GP

Amount

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.

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.

OD108292/2024-2025:od1739558/2022_2023 :Dry rubble masonry without levelling course with good quality blasted rubble including packing to compactness and levels for road protection to withstand the dynamic load due to moving traffic including cost and conveyance of all materials, labour charges etc complete as per direction of departmental officers .

OD108293/2024-2025:DISMANTILING DR- Dismantiling ,clearing away and carefully stacking materials usefull for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m

OD108294/2024-2025:DR WITH DIPARTMENTAL STONE -Dry rubble masonry without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc complete as per direction of departmental officers at site.

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)

3.14:Construction of Subgrade and Earthen Shoulders<br> 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.

OD110440/2024-2025:Filling with contractor own earth (excluding rock) in open areas in layer not exceeding 20 cm in depth,consolidatingeach deposited layer by ramming and watering, lead upto 50m and lift up to 1.5m as per direction of site Engineer-in-charge.

OD108295/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

10.11:Boundary Pillar <br> Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

10.5:Painting Two Coats on New Concrete Surfaces <br> Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

KANNIPARAMBA PRAVASI LABOUR CONTRACT CO OPERATIVE SOCIETY Ltd (BID ID -1960208)

ABDUL NAZAR C (BID ID -1960201)

Bidder Name

SANIL.B

ABDUL NAZAR C

KANNIPARAMBA PRAVASI LABOUR CONTRACT CO OPERATIVE SOCIETY Ltd