Under State Road Fund Widening of Chilbila to Belkharnath Block via Diwanganj for two lane in District Pratapgarh

Construction of embankment with approved material obtained from ROW with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRTH clause 3.16 & 305

Earthwork for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading of tippers trimming bottom and side slopes in accordence with requirements of lines grades and cross sections nad transporting to the embankment location within all lifts and lead upto 1000 m

Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded approved quarry stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver. complete as per clause 406 Ch 0.00 to 11.100

Providing, laying and spreading and compacting graded stone aggregate to wet mix macadem specification inculding Premixing the matreial with water at O.M.C. with 1% cement (OPC) and 3.5% bitumen emulsion (SS-2) in mechnical mix palnt (pag mil) carriage of mixed material by tipper to site. Laying in uniform layer in sub base/base coarse on well prepared sub base and compacting smooth wheel roller of 80-100 KM To achive desired density including, lighting barricating and maintence and diversion as table no. 400.11/ 400.12 and technical specification no. 406

Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.30 kg per sqm (dry and huge surface) on the prepared surface cleaned with mechanical broom completely including the cost of all labour, T&P. As per MoRT&h no 503

Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508

Earth in excavation in ordinery soil for foundation and tranchage lead up to 30M. And lift upto 1.5M.

Providing and Laying 40mm. Guage ballast with stone dust Complete as in foundation

Cement concrete 10:5:1 with 40 mm brick ballast fine sand & cement.

Supply and Laying of 1000 mm dia H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc.

Supply and Laying of 600 mm dia H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc.

Supply and Laying of 350 mm dia H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc.

Class 150 Brick in 1:4 cement and fine sand mortor

Cement Pointing on brick works with 1:2 cement & sand mortor with fine sand

Plaster over Brick work 20mm thick making coping plate on both side in 1:4 cement & fine sand mortor.

J.P.ENTERPRISES