Public Works Department-PWD has published 2020-21 Urgent Surface Rectification Works To Seventh Mile Chembalam Road Km . 9/964 To 13/930 Urgent Surface Rectification Works To Seventh Mile Chembalam Road Km . 9/964 To 13/930. Submission Date for this Tender is 29-01-2021. Road Work Tenders in Idukki Kerala. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 28-Jan-2021 | date extended | Date | 29-01-2021 |
Work Name:Urgent surface rectification works to Seventhmile- Chemblam road Km9/964 to13/930 | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | SURFACE WORK | BI01010001010000000000000515BI0100001113 | ||
2 | 1.01 | 2.2 : Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | BI01010001010000000000000515BI0100001114 | 2.089 | Hecter |
3 | 1.02 | 3.6 : 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 | BI01010001010000000000000515BI0100001115 | 297 | cum |
4 | 1.03 | 55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | BI01010001010000000000000515BI0100001116 | 95.21 | cum |
5 | 1.04 | 55.8.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 | BI01010001010000000000000515BI0100001117 | 95.21 | cum |
6 | 1.05 | 4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | BI01010001010000000000000515BI0100001118 | 99 | cum |
7 | 1.06 | 5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | BI01010001010000000000000515BI0100001119 | 990 | sqm |
8 | 1.07 | 5.2.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. | BI01010001010000000000000515BI0100001120 | 14500 | sqm |
9 | 1.08 | od21081/2020_2021 : Levelling course using Closed Graded Premix 20mm thickness composed of 11.2mm to 0.09 mm(Type-A) aggregates using penetration grade bitumen using VG 30 to the required lines and levels. | BI01010001010000000000000515BI0100001121 | 116 | cum |
10 | 1.09 | 5.7.1 : 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 viscosity grade 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. | BI01010001010000000000000515BI0100001122 | 14500 | sqm |
11 | 1.1 | 8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | BI01010001010000000000000515BI0100001123 | 540 | sqm |
12 | 1.11 | 8.35 : Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3<br>\n Road Markers/Road Stud with Lense Reflector :- | BI01010001010000000000000515BI0100001124 | 896 | no |
13 | 1.12 | 3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br>\n Ordinary soil - Mechanical Means - (Depth upto 3 m) <br> | BI01010001010000000000000515BI0100001125 | 36 | cum |
14 | 1.13 | 12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br>\nPCC Grade M15 <br> | BI01010001010000000000000515BI0100001126 | 22.06 | cum |
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