Construction of Box type culvert Sirsaganj Rapadi Road at km 12

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.

Sand Filling in foundation trenches as per drawing and technical specification clause 305.3.9

PCC Grade M15 using batching plant & manual placing and open foundation complete as per Drawing and Technical Specification

RCC Grade M25 using batching plant transit mixer & manual placing and open foundation complete as per Drawing and Technical Specification

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

P.V.C. pipe 110mm dia I.S.I. Marked (working presure 4kg/sqcm)(For Weaphole)

Class-150 (Non Modular) brick work in 1:6 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.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 M (20") depth & earth work in embankment to be in 20 cm layers including ramming & dressing the surface to required levels & solpes & also including 1.50 M (5ft) lift & 30 M (100ft) lead. The earth in from of cutting to be used as spoil banks with in 50 M destance as directed by E/I etc. but Mechanically compacted to 95% Proctor density etc. complete. cartage up to 3.00 Km.

Brick on edge pavement on patries with brick laid dry joint filled with local sand including preparation of base to proper slope & its ramming, spreading a layer of 1cm (3/8") depth of local sand over the subgrade and including supply of all material, labour & T&P etc.required for proper completion. for diversion

Supply & laying of 1000 mm dia NP-3 Hume Pipe

Construction of granular sub-base by providing open 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 MORTH (Grading-I)

Providing, laying, spreading and compacting graded 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (MORTH Clause 406)

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means

Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (MORTH Clause 503)

Dense Graded Bituminous Macadam Grading-2 - Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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. 505 complete in all respects

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (CRMB-55) @ 5.4 to 5.6 percent 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 clause No. 509 complete in all respects.