Re tender -2 Nagalassery Gramapanchayath 2025- 2026, Project No-214, Spill over No-340 Vavannur Maniyarankunnu Nagar Road Re tarring and Side Protection Ward 6

Amount

RETARRING WORKS

OD381975/2024-2025:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting with power roller to get compact.

75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

OD495135/2024-2025:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thicknesscomposed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates coatedwith shredded plastic (3% by weight of bitumen) as per standard procedure using penetrationgrade bitumen to required line, grade and level to serve as wearing course on a previouslyprepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10kN staticroller and finishing to required level and grades as per Technical Specification Clause 509 ByManual Means:- Type A (II) Bitumen (S-65)Header Details Unit = sqm Taking output = 500 sqm (Using Packed Bitumen S-65)Unit = sqm Takingoutput = 500 sqm

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.

OD381974/2024-2025:1.002-Specification code: OD193656/2023-2024 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve thedesired density complete as per Clause 401.4 as per Technical Specification Clause 408

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)

Moidunni P.P-Works contractor (BID ID -2374116)

Bidder Name

Moidunni P.P-Works contractor

RAFEEK P P