Maharashtra Rural Road Development Association-MRRDA has published Special Repais To Watad Miravane Road . 0/00 To 6/640 Block- & Dist-Ratnagiri. Submission Date for this Tender is 22-02-2020. Road Work Tenders in Ratnagiri Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work: Special Repais to Watad Miravane Road . 0/00 to 6/640 Block- & Dist-Ratnagiri | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Modified Penetration Macadam | |||
| 2 | 1.1 | 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. Including 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. SOR ITEM NO.5.5 A ( i ) & (SOR Item no. 5.2 ( i ) | 165 | Smt. | |
| 3 | 2 | Tack Coat | |||
| 4 | 2.1 | 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. (SOR Item no. 5.2 ( i ) | 8415 | Smt. | |
| 5 | 3 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder | |||
| 6 | 3.1 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.SOR ITEM NO. 5.9(2) | 8415 | Smt. | |
| 7 | 4 | Seal Coat | |||
| 8 | 4.1 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 (SOR ITEM NO.5.12 / B / Case I / ( i ) | 8415 | Smt. | |
| 9 | 5 | Construction of Subgrade and earthen shoulder | |||
| 10 | 5.1 | Construction of subgrade and earthen shoulders with approved from borrow pits with al lifts and leads, transporting to site, spreading, grading, to required slope and compacting with vibratory roller to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. | 235.4 | Cmt. |
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