Tender For special repair to Kurumtap Chhak To Karadabahal Road- Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness 2 Providing and laying mannualy with sand in regular layers not exceeding 150mm thick including all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge 3 Providing CC (1:3:6) in foundation upto 1.5 below bed level with 40mm nominal size H.G. metal including laying in position and compacting by using vibrator including shuttering, with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge 4 Below bed level 5 Above bed level including shuttering 6 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction and expansion, construction joints, applying debonding strips, primer, sealant,dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14-days, curing compound (where Spefied) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 7 Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m 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 8 Earth work in excavation of foundation in all kinds of soil and depositing the material with in initial lead and lift including rough dressing and levelling with all labour, T&P, taxes and cess etc. complete as directed by the Engineer-in-charge. 9 Providing weep holes in brick masonry/ plain/reinforced concrete abuttments, wing walls/return walls with 100mm dia A.C pipe etc. with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge 10 Earth work in all sorts of soil with in initial lead & lift including rough dressing, laying in layers and levelling, with all labour, T&P, taxes and cess etc. complete as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information
