Construction of road 1 No Murkata Irrigation Pump Centre to Hatimuria PWD Road

Amount

Road Works

Clearing and grubbing of Road land including up rooting rank vegetation grass, bushes, shrubs saplings and trees of girth up to 300 mm removal of strumps ofsuch trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to a lead of 1000m including removal & disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (1) By manual means

Construction of Embankment with approved 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 table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land

Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 with lead upto 1000m as per Technical Specification Clasue 303.1. From Private land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401 (A) By Mix in Place Method . (ii) For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific size to WBM 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/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per Technical Specification Clause 405. 3)Grading -III (A) By Manual MeansI

Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. A) Including Edge block/Edge restraints

Culvert works (1000mm dia HP)

Earthwork in excavation for foundation of structures up to 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approval material.

Plan Cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundations of Head walls as per drawing & Technical Specification Clause 1109.

Bedding of Pipe Type B (First Class) Laying (First Class) bedding on well compected sand moorum as per Clause 1105 (i) Sand Filling.

Stone masonry work in cement mortar in foundation completeas per drawing and tech. specification. Clauses 702,704,1202 & 1203. II) In 1:4 Cement mortar

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. 1000mm dia

Plastering with cement mortar (1:4), 15mm thick on brickwork in Substructure as per Tech. specification Cluause 613.4 & 1204.

ANUP KAR