Public Works Department-PWD has published Tender For Special Repair And Renewal Work Of Road Route From Bahera To Km 5 Of Dilipnagar Road Via Dhakatal. Submission Date for this Tender is 08-12-2022. Road Work Tenders in etawah Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Dec-2022 | change date | Date | 08-12-2022 |
| Sl. No. | Item Description |
| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Ch-4) S.I. NO-4.7(3)(A) |
| 2 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned wit Hydraulic broom as per Technical Specification Clause 503. (Ch-5) S.I. NO-5.2(i) (Including Cost of Bitumen & Machinery) |
| 3 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetrationgrade/modified bitumen) Binder 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.(Ch-5) S.I. NO-5.9Case-II(I) (Including Cost of Bitumen & Machinery) |
| 4 | 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 (Ch-5) 5.12 By Mechanical Case-III Type C(I) (Including Cost of Bitumen & Machinery) |
| 5 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding ½ metre (20") in depth & earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5ft) lifts and 30 m (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30 metres (100 ft) distance as directed by the Engineer-in-charge. excluding royalty which shall be paid as applicable. |
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