Under CSR scheme, construction of CC road from village Chota Jawan transformer to Nagaur temple.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3

Providing concrete Nominal mix 1:5:10 for Cement concrete (1 Cement : 5 Coarse sand : 10 Stone Aggregate ) in open foundations complete as per drawings and technical specifications

Brick masonry work in 1:4 cement & coarse sand mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Plastering with cement mortar (1:4), cement and coarse sand 12 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204

P/ Laying of Granular Sub-Base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mmto 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per technical specification Clause 405.

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 confirming to IS 383 maximum size of coarse aggregates not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix, laid in approved fixed side form work (steel channel) laying and fixing of 125 micron thick plastic sheet,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, sealent admixture as approved curing complete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 as per MORD 6.4 (1500)

Brick Soling with S.O.B.Bricks laid on edge including preparation of sub grade to required camber and including supply of bricks,filling joints with local earth or sand over the entire surface and including labour,T&P etc. required for proper completion of work. as per P.W.D.S.I.No.762(b)

Supply,Laying & Fixing of NP-3 Hume Pipe 350 mm dia in proper position including cartage of pipes/collars upto 30 m distance (labour only) as direction by E/I for completion of work.