Lalanagar Gyanpur pitch road se Madhopur pitch road tak pitch road kary.

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 1000 m as per Technical Specification Clause 301.5

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 perTechincal Specification clause 401

Providing and Laying of 45-63 mm gauge stone ballast G2 WBM Specificatiion including spreading in uniform thickness hand packing with smooth roller etc compt as per Technical Speciification Clause 405(G2)

Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam (WBM III) 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.(WBM III)

Brick edging on both side of the road with 1st class bricks laid on edge with mud mortar including cost of all labour materials T&P etc complete. S.I. No-765

Providing and applying of prime coat with slow setting bittumens emulsion (SS1)on prepared surfaceof granular base including cleaning of road surface and spraying primer @0.70kg /sqm using machenical means as per Technical Specification Clause 502

Providing and appplying of Tack coat withh bitmun RS1 Using emulsion @ 0.25 to 0.30kg/sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503

Providing,Laying and Rolling of open -graded premix carpet of 20 mm thickness of 13.20 to 11.20 mm aggregates (Dala aggregate) using VG 10grade bitumen to required line , grade and lavel to serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity , finished to requiired level and grades to be followed by seal coat of either Type c as per Technical Specification Clause 508

Providing and laying of seal coat Type C sealing the voids in a bitumenous surface with crushed stone chipping of 6.70 mm size defined as 100% passing through 9.5 mm sieve 100% retained on 2.36 mm sieve applied @0.09 mm/10 sqm & bittumenVG -10 @6.50 KG / 10 sqm on bitumenous surface laid to the specified levells grade and cross fall as per Technical Specification Clause 510

Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements