Widening of Belha Patti Dakawa road (MDR-98E)

Construction of embankment with approved material 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. as per MoRTH clause 3.16 & 305

Earthwork in excavation of foundation of structures as per drawing and technical specification. Inlduing setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

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

Providing and applying Prime coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer coat at the rate of 0.6 Kg/Sqm. using machanical means (MoRT&H Specification 502)

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 dense graded bituminous macadam 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 @ 4.5 per cent by weight of total 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. 507 complete in all respects.

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 to 5.60 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 trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m.

Concrete with 4 cm. gauge Stone ballast, Fine sand of 1.25 F.M. and cement in proportion of 6:3:1 in foundation and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.

RCC work with 1:1.5:3 (1cement:1.5 course sand:3 graded stone grit 20 mm nominal size) and curing complete with binding wire but excluding cost of M.S. work including supply all materials, labour and T&P etc. required for proper completion of the work.

HYSD bar in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks.

Providing and Laying 40mm. Guage O.B.B. ballast (dry brick ballast) with local sand Complete as per S.I. No. 293 in foundation

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.

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

First class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials,labour and t&p etc required for proper completion of the work.

Cement Pointing on brick works with 1:3 cement & sand mortor with fine sand as per S.I. No. 578

Plaster over Brick work 20mm thick making coping plate on both side in 1:3 cement & fine sand mortor.

M/S A.P.S. And Co. Pvt. Ltd.