Repair and Maintenance of Link Road Kurava Marg to Khred

Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levies and slopes and also including 1.50 M lift and 30 M. Lead The earth from cutting S.I. No. 253 a

WBM Grading-2 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 2 as per Technical specification Clause 405 Mord Book Page No. 4-18

WBM Grading-3 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18

Construction of un- reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavment thikness as per disgin over a prepared sun base with 43 grade cement or any other type as per clause 1501.2.2 (1:1.5:3) coarse sand and fine aggregates confirming to IS 383 maximum size of coarse aggregtae not exceeding 25 mm mixed in a concrete mixer of not less then 0.2 cum capacity and approved weigth bather using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film) spreding the concrete with shovels rakes compacted using needls screed and plate vibrators and finished in continous operation including provision of contruction joints as per norms, appling dedondling strips primer, sealant joints curing of concrete slabs for 14 days curing compound and water finishing to lines and grades as per drawing and including cost of polythene sheet and dowel bar and also including complete shifting of materilas & concrete etc same as above but when thikness of CC is less then 20 cm) (Whiout dowel bar) S.I. No. New item No. 08 (1)

Excavation in foundation in ordinary soil including lead upto 30 meter and lift upto 1.5 meter and including of excavated earth in to the trenches or in to the sapce of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed E/I (S.I. No. 251A)

M-150 Brick Work in 1:4 cement & Coarse sand in foundation and plinth including supply of all materials labour tools & plants etc S.I No. 305a

Plain Cement concrete 1:2:4 Cement coarse Sand & 2cm gauge Stone grit etc.S.I. No. 279

12 MM thick cement plaster 1:4 cement and coarse sand mortar over brick work including supply of all material labour and T&P etc. required for proper complection of the work S.I. No.584 a

(PART-B) For 420 Mtr Cement concrete Road 0f work. The Routine Maintenance of above road work including earten shoulder,Cement Concrete Pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 1st Year Maintenance cost Rs. 2040703.42 @0.0%

The Routine Maintenance of above road work including earten shoulder, Cement Concrete Pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 2nd Year Maintenance cost Rs. [email protected]%

The Routine Maintenance of above road work including earten shoulder,Cement Concrete Pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 3rd Year Maintenance cost Rs. 2040703.42 @0.50%

The Routine Maintenance of above road work including earten shoulder,Cement Concrete Pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 4th Year Maintenance cost Rs. [email protected]%

The Routine Maintenance of above road work including earten shoulder,Cement Concrete Pavement etc to the required standards and in the manner as defined in C.B condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins the actual complection date and ends after five years. (Including cost of materilas T&P labour but excluding GST) For 5th Year Maintenance cost Rs. [email protected]%

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