Tender For Amrut-Retarring Of Puzhathi Athirthi Kanal Road(From Thunchthacharya School Ch 0/000 To 0/335) Div 26-Sl. No.40 Retarring Of Puzhathi Athirthi Kanal Road(From Thunchthacharya School Ch 0/000 To 0/335) Div 26 Elayavoor Zonal-General Civil W, Kannur-Kerala
TDR : 56151749
Tender Notice
BOQ
7 Days Left
Kannur
Kerala
Tender For Amrut-Retarring Of Puzhathi Athirthi Kanal Road(From Thunchthacharya School Ch 0/000 To 0/335) Div 26-Sl. No.40 Retarring Of Puzhathi Athirthi Kanal Road(From Thunchthacharya School Ch 0/000 To 0/335) Div 26 Elayavoor Zonal-General Civil W
Name of Work:- AMRUT-Retarring of puzhathi athirthi kanal road(from thunchthacharya school ch 0/000 to 0/335) div 26-Sl. No.40 Retarring of puzhathi athirthi kanal road(from thunchthacharya school ch 0/000 to 0/335) div 26 Elayavoor zonal-General Civil Work
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Item Description
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retarring
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75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
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75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
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75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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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)
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OD434826/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mmthick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos verticallyto make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cmabove from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm.including cost and conveyance of all materials all labour charges, fabricating etc. complete.
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OD434827/2025-2026:Lettering with black Japan pint of approved brand and manufacture
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3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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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) Please Enable Macros to View BoQ information
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