Public Works Department-PWD has published Construction Of Sharda Sagar Dam To Maharajpur To Bander Bojh Road In Block Puranpur , Distt-Pilibhit , Under Badp In Financial Year 2019-20 . . Submission Date for this Tender is 02-02-2021. Road Work Tenders in pilibhit Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work : Construction of Sharda Sagar Dam To Maharajpur To Bander Bojh Road in Block Puranpur, Distt-Pilibhit, Under BADP In Financial Year 2019-20 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of embankment with approved material obtained from road way cutting excavation from drain and foundation of other structures graded and compacting to meet requirement of table 300.2. | 6500 | Cum | |
| 2 | 2 | Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with attl ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 with a lead upto 1000 m as per Tecnical Specification Clause 303.1 | 1800 | Cum | |
| 3 | 3 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density complete work. | 1270 | Cum | |
| 4 | 4 | Providing, laying and spreading material on a prepared sub base cement @ 4% by weight to the spread material manualy mixing in place with rotavator and compacting with the road rollar at OMC to achive the desired unconfined compressive strength and to form a layer of sub base/base. | 675 | Cum | |
| 5 | 5 | Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.2-503(iii) Including cost of Bitumen. | 9000 | Sqm | |
| 6 | 6 | 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 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 Type as per Technical Specification Clause 5.9-508. Including cost of Bitumen. | 9000 | Sqm | |
| 7 | 7 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 5.12-510. Including cost of Bitumen. | 9000 | Sqm | |
| 8 | 8 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 308 | Cum | |
| 9 | 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M10 (1:3:6) | 7.5 | Cum | |
| 10 | 10 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 8.5 | Cum | |
| 11 | 11 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203 | 39.8 | Cum | |
| 12 | 12 | Providing and Laying of 1000 mm dia RCC Hume Pipe NP-3 Class | 22.5 | Rm | |
| 13 | 13 | Providing and Laying of 350 mm dia RCC Hume Pipe NP-3 Class | 22.5 | Rm | |
| 14 | 14 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 50 | Sqm |
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