Public Works Department-PWD has published Rehabilitation Of Abandoned Portion Of Nh-05 Near Solding Bridge From Km 321 / 220 To 322 / 0. ( Sh:-C / O Cause Way Along With Hume Pipe Culverts & C / O R / Wall In Pcc And Wire Crate & B / Wall In Km 0 / 440 To 0 / 530 ) . Nallah Portion. Submission Date for this Tender is 18-06-2023. Crates Tenders in rampur Himachal Pradesh. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Earthwork in excavation of foundation of structures such as Retaining wall, Breast walls culvarts and crash barriers in all kinds of soils including spade work, pick work,jumper work, blasting work in soft & hardrock and their intermediate classification of soils including chiseling and wedging out of rock with in all depths and lifts including bailing out of water, wherever required as per drawing and technical specification .as per direction of Engineer-in-charge |
2 | Providing and laying mechanically mixed & vibrated M-20Plain cement concreteincluding form work complete in all depth as per drawing and technical specification in Retaining walls, Breast walls, Culverts, W-Metal beam, drains etc.as per direction of Engineer-in-charge |
3 | Providing and laying of boulders apron laid in wire crate made with 4 mm ( Four milimetre ) thick G.I wire confirming to IS 280 and IS 4826 in 100x100 mm( hundred into hundred milimetre) mesh (Weaved diagonal) in all heights and depthsincluding 10% extra for laps and joints laid with stone boulders including carriage of materials by mechnical transport in all leads and liftsconfirming with theMORTH Specification ( Latest revision)and as per direction of the Engineer-in-Charge |
4 | Providing and laying mechanically mixed & vibrated M-15 (fifteen) Plain cement concretecontaining minimum contents of cement @ 5.50 (five point five zero) bags per cubic metre including form work complete in all depth as per drawing and technical specification in Retaining walls, Breast walls, Culverts, W-Metal beam, drains etc.as per direction of Engineer-in-charge |
5 | Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary workin head walls and parapets clause 1108. 1000mm dia.as per direction of Engineer-in-charge |
6 | Compacting original ground supporting embankment :-Loosening, levelling and compactingforiginal ground supporting embankment to facilitater placement of first layer of embankment, scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.as per direction of Engineer-in-charge |
7 | Providing and laying cement concrete RCC Grade M-30including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 as per direction of Engineer-in-charge |
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