Tender For Ncfrw-Ncfrw 2025-26 Karinjalippallam- Ken Ulli Road In Nalleppilly Gp-Ncfrw 2025-26 Karinjalippallam- Ken Ulli Road In Nalleppilly Gp-General Civil Work, Palakkad-Kerala
TDR : 55682613
Tender Notice
BOQ
10 Days Left
Palakkad
Kerala
Tender For Ncfrw-Ncfrw 2025-26 Karinjalippallam- Ken Ulli Road In Nalleppilly Gp-Ncfrw 2025-26 Karinjalippallam- Ken Ulli Road In Nalleppilly Gp-General Civil Work
Name of Work:- NCFRW-NCFRW 2025-26 KARINJALIPPALLAM- KEN ULLI ROAD IN NALLEPPILLY GP-NCFRW 2025-26 KARINJALIPPALLAM- KEN ULLI ROAD IN NALLEPPILLY GP-General Civil Work
Sl. No.
Item Description
1
RETAARRING
2
OD411666/2025-2026:Filling up pot holes ( cut and formed to regular shapes and all loose and defective mateials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
3
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.
4
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)
5
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.
6
4.1.A.1: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. (i) For Grading I Material
7
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)
8
OD422146/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire chargesetccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mmthick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, letteringwith suitable colour and size, fixing the post inground with CC etc complete Please Enable Macros to View BoQ information
We takes all possible care for accurate & authentic tender information, however Users
are requested to refer Original source of Tender Notice / Tender Document published by
Tender Issuing Agency before taking any call regarding this tender.
