}

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, Idukki-Kerala

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.




Tender Notice

26692415
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
National Competitive Bid
Indian
Kerala
Idukki
28-01-2021

Tender Details

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

Key Value

Document Fees
INR 2760 /-
EMD
INR 40174.0 /-
Tender Value
Refer document

BOQ Items

Work Name:SLTF 2020-21 Providing 20 mm bit C.C. to Karimannoor - West Kodikkulam ch 0/000 to 3/000
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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