Reconstruction of Mangalipurwa to Jagannathpurwa Link Road with 05 Year Maintenance Srinagar

Road work Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Including 4% cement (OPC) & its mixing with Rotavator

Construction of only 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 25 mm, 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 formwork 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 and expansion, construction joints,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Construction of Shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Road Furniture Reflective Sign Board, Reflective Caution Boards,Painting of Km. Stone ,Hect.Stone, Culvert Parapet etc

Bridge Portion (3cell 2.00x2.00 m span box culvert ) & (1cell 1.00x2.00 m span box culver) Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer in charge with in a distance of 60 meters (200 feet) Chapter No 17 SI No 694

Excavation for structures as oper drawing and technical specifications clause 305.1 including setting out construction of soring and vracing removal of stumps and other deleterious material and disposal unto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

Boring with 100 mm dia casing pipe for dewatering including cost of pipes, other materials, labour charges etc. complete.

Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps

Sand filling in plingth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials. Labour and T&P etc required for proper completion of the work.