Construction of Basob to Pindari Link Road.

Construction of embankment with approved material obtained from local 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 (Page 3-3)

Laying and spreading soil on a prepared surface, pulverising, mixing the spred soil in place with rotavator with 2% slaked lime having minimum 50% of contents of CaO., Grading with motor grader and copacting with the smooth wheeled road roller at OMC to achieve atleast 98% of the max dry density from a layer of sub-base asd per Ttechnical specification Clause 403.

Providing laying and spreading material on a prepared sub grade, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification stabilized with 4% cement including premixing the Material with water at OMC in mechanical mixer(Pug Mill) carriage of mixed Material by tipper to site, l

Providing and applying tack coat with Bitumen VG-10 using bitumin distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Air compressor as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a sutable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or Type B or Type C as per Technical Sepecification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 303.1

Earth work in excavation in B.C. Soil in foundation of abutment, wing wall, retaining wall etc. in black cotton soil in Bundelkhand area requiring use of special T&P including lift upto 1.5 mtr and lead upto 30 mtr for completion of work including levelli

Sand filling in foundation of 1.25 FM including supply of material, labour T&P etc. compete

Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause

Providing and laying RCC Grade M-20 as per Morth specification

Mild steel for iron in plain work such as reinforced concrte or reinforced brick work wrough to required shape as necessary including being for proper completion of work and including supply of all steel and wastage and wastage & overlapping & hooks. S.I.

Supply & laying of PV.C pipe 110 mm dia for weep holes including cost of all material T&P etc. required for proper completion of work.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M-10 (1:3:6)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Supply & Laying of Hume pipe S & S Type in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge (Labour rate only) N.P-3-Type (a) 1000 mm dia

Supply & Laying of Hume pipe S & S Type in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge (Labour rate only) N.P-3-Type (a) 600 mm dia

Supply & Laying of Hume pipe S & S Type in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge (Labour rate only) N.P-3-Type (a) 350 mm dia

Supply & fixing Kilometer stone

Supply & fixing Hectometer stone

Providing & fixing of reflective signs with a corrosion resistant 4 mm thick aluminium composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67:2010 retro reflective sheeting with MS angle frame of 35x3. (As per Lucknow SOR Chapter-26, S.No-12)

The routine maintenance of above road work including patri, pavement road surface and sides etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 1st Year maintinence cost (0.00% Construction Cost)

The routine maintenance of above road work including patri, pavement road surface and sides etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 2nd Year maintinence cost (0.75% Construction Cost)

The routine maintenance of above road work including patri, pavement road surface and sides etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 3rd Year maintinence cost (1.50% Construction Cost)

The routine maintenance of above road work including patri, pavement road surface and sides etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 4th Year maintinence cost (2.25% Construction Cost)

The routine maintenance of above road work including patri, pavement road surface and sides etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 5th Year maintinence cost (3.00% Construction Cost)

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