WIDENING AND STRENGTHENING OF PATKHAULI ROAD (ODR) FROM N H 28 TO CONNECT TEHSIL HEADQUARTERS KHALILABAD WITH TWO LANES IN DISTRICT-SANTKABIR NAGAR

Amount

Earth work in embankment in ordinary soil ( loam clay or sand) of apporach road mechnically compacted to 97% standared proctor density at omc including breaking of clods pulverising dressing the earth to required level and slopes and in layer not more than 20cm and compacted with power road roller in each layers.Earth shall be excavated from out side of apporoch slopes and pit not exceeding 50cm in depth including all leads and lifts of earth and charges of watering and hire and fule charges of road roller, all labour T&P etc required for proper completion of work and also including one lift Carted upto 2km distance. Complete in all respects as Per direction of Engineer-In-Charge

Earth work in embankment in ordinary soil ( loam clay or sand) of apporach road mechnically compacted to 97% standared proctor density at omc including breaking of clods pulverising dressing the earth to required level and slopes and in layer not more than 20cm and compacted with power road roller in each layers.Earth shall be excavated from out side of apporoch slopes and pit not exceeding 50cm in depth including all leads and lifts of earth and charges of watering and hire and fule charges of road roller, all labour T&P etc required for proper completion of work Complete in all respects as Per direction of Engineer-In-Charge

Excvation of fouandation in ordainary soil in making trenches to widening the existing road in 7.00 mtr width in proper alingments including lift up to 1.50 mtr and lead up to 30.00 mtr and including filling watering and ramming, excavated earth into trenches or in the side of embankment and removal & disposal of surplus earth as directed by incharge up to adistance of 30.00 mtr from the trenches in widening portion. Complete in all respects as Per direction of Engineer-In-Charge

Providing & laying of Granular Sub-Base by providing welll graded material, from approved quarry spreading in uniform layer with motor grader on prepaired surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired complete as per T.S. specification clasuse 401 for grading1 material. Complete in all respects as Per direction of Engineer-In-Charge

Providing, laying, spreading and compacting stone aggregate from approved quarry 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 layer with paver in sub-basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406.. Complete in all respects as Per direction of Engineer-In-Charge

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. 505 Complete in all respects as Per direction of Engineer-In-Charge

Providing and applying Tack coat with bitumen VG-10 @ 0.25 kg per sqm. on the prepared bituminous/ granular surface cleaned with hand broom. including all type of labour, T&P etc complete for proper completion of the work. For B.C. Complete in all respects as Per direction of Engineer-In-Charge

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 @ 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. 507 Complete in all respects as Per direction ofEngineer-In-Charge

Construction of Un-reinforced dowel jointed at expansion and construction joint only, 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork( steel channel, laying and fixing of 125 micron thick polthene film, wedges steel plates including levelling the formwork as per drawing), spreading the concrete with showel, rakes, compacted using needle,screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construcion joint.Applying debonding strip, primer, sealant, Dowel bars, near approaches to Bridges/ culvert and construction joints admixture as approved, curing of concrete slabs for 14 days . As per IS no. 1500(6.4)

Earth work in cutting or filling in pattri in ordinary soil (Loam, Clay or Sand) excavation to be in the form of pit not exceeding 50cm in depth and embankment to be 20cm layers including the spreading grading to required levels slopes and compacted to meet requirement of table 300.2 and also including 1.50 m lift and 30.0m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30.0 mtr distance as directed by the Engineer in charge and mechnicaly compaction.carted up to 2 km distance Complete in all respects as Per direction of Engineer-In-Charge

Excavation of foundation in ordinary soil (Loam, Clay, or Sand) including 1.5 m lift and lead upto 30 m and including filling watering and ramming of excavated earth into the trench or into the space between the building and the sides of the foundation or as per direction of E/I. Complete in all respects as Per direction of Engineer-In-Charge

C.C. with 40 mm gauge Stone ballast, sand of 1.25 FM & Cement in the proportion of 6:3:1 including supply of all materials labour T&P etc. complete required for proper completion of the work as per S.I. No. 280 Complete in all respects as Per direction of Engineer-In-Charge

Supply of NP - 3 Class 1000 mm Dia RCC Hume pipe. (4550+4550*15% Cartage) Complete in all respects as Per direction of Engineer-In-Charge

Laying and jointing R.C.C hume pipe dia 1000mm ang giving proper slope & alignment as required for proper completion of work. Complete in all respects as Per direction of Engineer-In-Charge

Class 150 A Bricks in 1:4 Cement & Course sand of 1.25 FM Mortar in foundation and plinth including all materials labour T&P etc. complete as per required for proper completion of the work as per S.I. No. 305. Complete in all respects as Per direction of Engineer-In-Charge

Struck pointing with 1:2 cement & F/sand mortar on bricks work I/C raking the joints washing & cleaning and supply of all material labour T&P etc. complete as per required for proper completion of the work as per S.I. No. 574. Complete in all respects as Per direction of Engineer-In-Charge

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Complete in all respects as Per direction of Engineer-In-Charge

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MoRT&H Spec. Sr. No. 14.2 clause 1600 Complete in all respects as Per direction of Engineer-In-Charge

Providing and laying 450 mm R.C.C Hume pipe Complete in all respects as Per direction of Engineer-In-Charge

M/S CITY CONSTRUCTION

M/s SHAMBHAVI DEVELOPERS

M/S Krishna Construction

M/S KESHRAM CONTRACTOR

MAHENDRA SINGH