Puhundi Belapada road Asset_Road_Eart Work, GSB-G-II and CC _0.000 to 0.200

Construction of granular sub-base by providing stone screening, spreading in uniform layer with mortor graded on prepared surface, mxing mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density etc. complete as per clause 401 of MoSRT and H specification for road and bridge work (4th revision) including cost conveyance and Royalty, DMF, EMF and Additional Charges of all materials with all labur T and P Cess etc complete and as per direction of Engineer-in-Charge.

Providing and laying 75mm compacted thickness of WBM specification with following size of IRC graded metal of approved quality from approved quarry and spreading on the road surface uniformly metal to specified thickness and hand packing the voids with small stones to proper camber and grade conveying moorum from stacks stacked at work site or at approved stacking yard including labour charges of moorum spreading over the metal surface filling the interstices of metal and consolidation with three wheeled steel Roller 8 to 10 tonnes in stage of proper grade and camber and turfedging including hire and running charges of Roller and all other machineries including all labour, T and P and cost, conveyance Royalty, DMF, EMF and Additional Charges and of all materials required for the work with Cess etc complete in all respect as per specification and direction of the Engineer-in-charge.Gr-iii

Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by machanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 and clause 305 of MOSRT and H specification including Royalty, DMF, EMF and Additional Charges charges and cost of all materials labour charges,machineries, T and P Cess etc required for the work complete as per direction of E.I.C

Supplying and filling moorum of approved quality including watering to complete saturation and ramming with all leads and lifts including cost, conveynance,royality and taxes of all materials and cost of all labour and T and P required for the work etc. complete as per specification and direction of EIC.

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse 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 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines & grade as per drawing and Technical Specification as per direction of the E.I.C.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material and as per direction of EIC

Plain Cement Concrete (1:2.5:5 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specification Clause 802,803,1109,1202,1203 of MoRD and as per direction of EIC

Providing R.C.C of M20 including cost of all labour, T and P etc complete as per direction of EIC and as per MOST Specification and as per the specifiction and direction of Engineer-in- charge

Providing and supplying of HYSD bars confirming toapproved grade including straightening cutting bending bindiing lapping , welding etc confirming to ISI specification) and jointing if neCessary by lapping and tying the grills and placing in position as required for RCC works as per the approved design placing the grills in position including cost and conveyance of tor steel & binding wires of 18 to 20 guage including Cess etc complete as per the specifiction and direction of Engineer-in- charge

Earth work excavation in foundation with all leads and lifts including rough dressing and breaking clods to maximum size of 5cm to 7cm and laying in layers not exceeding 0.30 M (1-0) in depth with all labour, Cess and T and P etc. complete including Royalty, DMF, EMF and Additional Charges charges required for the work as per direction of Engineer-in-charge.