Civil Works - Roads : Rki - Phase Ii - 280 / 20 Pulikkakkavu Junction To Ikkarathara Leksham Veedu Colony Road In Nedumudy G P

Tender Notice

Civil Works - Roads : Rki - Phase Ii - 280 / 20 Pulikkakkavu Junction To Ikkarathara Leksham Veedu Colony Road In Nedumudy G P

Tender Details

Civil Works - Roads : Rki - Phase Ii - 280 / 20 Pulikkakkavu Junction To Ikkarathara Leksham Veedu Colony Road In Nedumudy G P

Key Value

Document Fees
INR 2500 /-
INR 26700.00 /-
Tender Value
INR 17.79 Lakhs /-

BOQ Items

Work Name:RKI - PHASE II - 280/20 Pulikkakkavu Junction to Ikkarathara Leksham veedu Colony road in Nedumudy G P
Sl. No. Item Description
1Road Tarring
2od1072571/2020_2021 : Construction of Subgrade and Earthen Shoulders<br>Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with<br>all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet<br>requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
3od1072572/2020_2021 : Filling up low lying and water logged areas with local material/quarry muck, spreading<br>in layers, leveling the top at site and consolidation by ramming etc complete
44.9 : Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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
575.5.1.1pb : 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
675.5.2.3pb : Tack Coat - With Packed Bitumen Rates
Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. : Plastic roads- Packed Bitumen Rate
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder -
Bitumen S-65 - Packed Bitumen and Shredded Plastic

Providing, laying and rolling of opengraded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, using HM Plant attached with open pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, then transferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2 mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hot bitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rolling with a. three wheel 80-100 kN static roller capacity, finished to required level and grades to be- followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508
Case - I By Manual Means

(II) Bitumen (S-65)
875.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
A. By Manual Means
CaseIII :Type C
(II) Bitumen (S-65)
910.4.A.2 : Direction and Place Identification signs with size more than 0.9 sqm size board
A. Retro-reflectorised Traffic Signs
2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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