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Tender For Re-Tarring Of Road From Kmml Railway Gate To Hp Road, chavara-Kerala

Kerala Minerals And Metals Limited has published Tender For Re-Tarring Of Road From Kmml Railway Gate To Hp Road. Submission Date for this Tender is 31-10-2023. Road Work Tenders in chavara Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

40277369
Tender For Re-Tarring Of Road From Kmml Railway Gate To Hp Road
Open Tender
Indian
Kerala
chavara
31-10-2023

Tender Details

Re-Tarring Of Road From Kmml Railway Gate To Hp Road Supply And Stacking 36Mm Hard Broken Stone, Potholes Filling, Applying Tack Coat, Open-Graded Premix Carpet With 20 Mm Thick, Seal Coat, Pcc For Shoulder And Rr Masonry For Retaining Wall.

Key Value

Document Fees
INR 2280 /-
EMD
INR 24100.0 /-
Tender Value
INR 9.63 Lakhs /-

BOQ Items

Work Name : Re tarring of road from KMML-Railway gate to HP road.
Sl. No. Item Description
1Supplying and stacking 36mm size hard broken stone
255.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
3Filling up Pot holes using 36 mm department material including Prime coat
455.8.a : Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
5Excavation for Road work
63.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
7Tack coat
85.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
9Road tarring with 20mm close-graded Premix
105.7.1 : Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscositygrade bitumen ( VG - 30) to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.
11Earth work in excavation for retaining wall
122.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
13Random rubble masonry
147.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
15PCC 1:4:8 for Shoulder
164.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
17PCC 1:2:4 for Shoulder
184.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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