Repair and Restoration of rain damages on Jawalamukhi Dehra Jawali Raja ka Talab road Km. 4/0 to 39/180

Amount

Earth work in excavation in foundation for all types of structures such as retaining walls, breast walls, culvers, drains, parapets and other similar structures in all kinds and classification of soil, including saturated soil comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/ wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown on the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and obstructions necessary for placing the foundations, trimming, leveling ramming and watering bottom of excavation and backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 15cm (fifteen centimeter) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification clause 305.1 and as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing and laying mechanically mixed and vibrated cement concrete 1:4:8 (one cement isto four sand isto eight graded crushed stone aggregate 40mm (forty millimeter) nominal size) for plain cement concrete, in or under water in open foundation for all types of structures, including pumping or bailing out water/ dewatering (surface/sub-soil water) and including removal of slush which may arise at the time of laying under water for all heights/depth and any quantum of water including cost of form work and curing complete as per drawing and MORD Technical specification 802, 803, 1202 & 1203 and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rates including Royality, Malkhana, Octroi, Toll tax, Sale tax, GST or any other taxes imposed by the Government.

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 (Forty three) grade cement or any other equivalent type as per clause 1501 using M-30 (Thirty) Grade, (designed mix) concrete having coarse and fine aggregates conforming to IS : 383, maximum size of coarse aggregate not exceeding 25mm, (Twenty five millimeters) mixed in a concrete mixer of not less than 0.2 (Zero point two) cubic meter capacity and appropriate weigh batcher using approved design mix, laid in approved fixed side form work (steel channel) laying and fixing of 125 (one hundred twenty five) 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 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 (Fourteen) days using curing compound (where specified) and water, finishing to lines and grade as per drawing and MORD technical specification clause 1501 and as per the direction and the entire satisfactions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including Royality, Malkhana, Octroi, Toll tax, Sale tax, GST or any other taxes imposed by the Government.

shushil kumar sharma govt contractor

yashpal sharma

SUSHIL KUMAR