Public Works Department-PWD has published 2020-21 Providing 20Mm Bit Cc To Karimannoor Westkodikulam Road Km . 0/000 To 3/000 Karimannoor West Kodikulam Road Km . 0/000 To 3/000. Submission Date for this Tender is 28-01-2021. Road Work Tenders in Idukki Kerala. Bidders can get complete Tender details and download the document.
Work Name:SLTF 2020-21 Providing 20 mm bit C.C. to Karimannoor - West Kodikkulam ch 0/000 to 3/000 | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Maintance | BI01010001010000000000000515BI0100001113 | ||
2 | 1.01 | 55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | BI01010001010000000000000515BI0100001114 | 36.586 | cum |
3 | 1.02 | 55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001115 | 43.092 | cum |
4 | 1.03 | 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. | BI01010001010000000000000515BI0100001116 | 22.836 | cum |
5 | 1.04 | 55.5.a : Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm. | BI01010001010000000000000515BI0100001117 | 43.092 | cum |
6 | 1.05 | 55.7.a : Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | BI01010001010000000000000515BI0100001118 | 13.75 | cum |
7 | 1.06 | 3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br> | BI01010001010000000000000515BI0100001119 | 608 | sqm |
8 | 1.07 | 4.1.B.1 : Construction of granular sub-base by providing 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 vibratory roller to achieve the desired density, complete as per clause 401. <br>\nGrading-V - For sub base cum drainage layer - Mix in Place Method | BI01010001010000000000000515BI0100001120 | 22.47 | cum |
9 | 1.08 | 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. | BI01010001010000000000000515BI0100001121 | 49.4 | cum |
10 | 1.09 | 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. | BI01010001010000000000000515BI0100001122 | 494 | sqm |
11 | 1.1 | 5.2.b : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001123 | 494 | sqm |
12 | 1.11 | 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. | BI01010001010000000000000515BI0100001124 | 7986 | sqm |
13 | 1.12 | od21141/2020_2021 : Providing, laying and rolling of Close - graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.90mm (Type-A) or 13.2 mm to 0.9mm (Type-B) aggregate using penetration grade bitumen to required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a tree wheel 8-10 KN static roller and finishing to required level and grades as per Technical Specification Clause 509 of MORD | BI01010001010000000000000515BI0100001125 | 8480 | sqm |
14 | 1.13 | 55.22 : Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | BI01010001010000000000000515BI0100001126 | 125 | sqm |
15 | 1.14 | 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 | BI01010001010000000000000515BI0100001127 | 194.65 | cum |
16 | 1.15 | 12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | BI01010001010000000000000515BI0100001128 | 3.75 | cum |
17 | 1.16 | 12.8.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\nPCC Grade M20 (Without formwork) <br> | BI01010001010000000000000515BI0100001129 | 1.52 | cm |
18 | 1.17 | od12266/2020_2021 : Engaging man mazdoor for cleaning drain | BI01010001010000000000000515BI0100001130 | 12 | each |
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