New Construction of jheengura to kakori road

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 complete as per Technical Specification Clause 401. (i) For Grading I Material (Excludig cost of GST)

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 per Technical Specification Clause 401. (i) For Grading I Material (Excludig cost of GST)

Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 53-22 4mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material Le stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work was per MORD specifications no 405. (Excludig cost of GST)

CEMENT CONCRETE PAVEMENT (CC ROAD) Construction of un-reinforcement plain cement concrete pavement thickness as per design, over a parepared sab base with 43 grade coment or any other type as per clause 1501 1.2M 30(grade) coarse and fine ggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm mised in a concrete mixer of not less then 0.2 Cum capacity and appropriate weight batcher Josing approved mix design, laid in approved fixed side from work (Steel channel laying and faxing of 125 micron thick plastic sheet, wedges steel plates including levelling the form unk as per drawing) spreading the concrete with shovels, rakes compacted using needle arved and plate vibrators and finished in continuous operation including provision of traction and expansation construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (Where pecified) and water finishing to lines and grade as per drawing and technical specification approved Quarry grit Clause 1501. (Excludig cost of GST)

Construction of Subgrade and earthen shoulders of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of as per Technical specification clause 303.1 (Excludig cost of GST)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (Kilometre Stone) (Excludig cost of GST)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (Hectometer Stone) (Excludig cost of GST)

Direction and Place Identification signs upto 0.9 sqm size board / A. Retro-reflectorised Traffic Signs / (ii) Providingand erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqmsupported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 gradecement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and TehnicalSpecification Clause 1701. (Excludig cost of GST)

Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Excludig cost of GST)

Plain cement concrete 1:3:6 nominal mix in foundation Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203days. (Excludig cost of GST)