Public Works Department-PWD has published Construction Of Link Road From Baghari To Karkara Road K M 0 0 To 0 400 Sh P L 900 Mm Dia Np A Rcc Hume Pipe Retaining Wall And Earthwork In Filling In Between Km 0 0 To 0 400. Submission Date for this Tender is 15-07-2020. Road Work Tenders in Nalagarh Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Consturcation of link road from Bagheri to Karkra Road Km 0/0 to 0/400 KM (SH: P/L 900 mm dia NP2 RCC Hume Pipe, Retaining Wall and earthwork in filling in between KM 0/00 to 0/400 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed with in a lead of 20 metres. Pick/jumper work 50% each a lead of 20 metres. Pick/jumper work 50% each | BI01010001010000000000000515BI0100001113 | 118.8 | Cum |
| 2 | 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification PCC 1:4:8 | BI01010001010000000000000515BI0100001114 | 26.4 | Cum |
| 3 | 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001115 | 252 | Cum |
| 4 | 4 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100001116 | 70 | each |
| 5 | 5 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001117 | 168.3 | Cum |
| 6 | 6 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001118 | 1023.83 | Cum |
| 7 | 7 | Providing and laying reinforced cement concrete pipe NP-2 for culverts on first class bedding of granular materials in single row including fixing colour with cement mortar 1:2 but excluding excavation protection work and parapets clause 1106. 900 mm dia | BI01010001010000000000000515BI0100001128 | 7.5 | Rmt |
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