New Construction work of Ussarra to Karwal Tak Road

PC PART Construction of embankment with Material Obtained from Availble Land Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1. with all lifts and leads,1000M spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

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 401. including 2% cement (OPC) & its Mixing with Rotavater.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405 including 4% cement (OPC) & its Mixing with Rotavater.

Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer and cleaned with hydralic broom as per technical specification clause 503.

Providing, laying and rolling of open - graded premix carpet of 20 mm Average thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade Bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP, laying with Paver finisher and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.

Providing and laying seal coat by mechanical means with VG-10 grade bitumen sealing the voids in a bituminious surface laid to the specified levels grades and cross fall using Type C as per technical specification Clause 510.

CC PART Construction of embankment with Material Obtained from Availble Land Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1. with all lifts and leads,1000M spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Construction of granular sub-base by providing close 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

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405.

Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate 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 polythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Agra)

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per DSR 6.1.1 (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Laying and fixing of N.P.-3 600 mm dia Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance (labour only) excluding cost of pipes/collars. (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Laying and fixing of N.P.-3 350mm dia Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance (labour only) excluding cost of pipes/collars. (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Pointing on brick work with cement mortar 1:3 (1Cement : 3 Coarse Sand) (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Maintainance Charge including @ All Items total work amount etc as per Direction of E/I for the period of Five Years from the actual completion of work. (Total Amount for PC Work Sl No. 1 to 7 = 4644700.00)

Maintainance Charge including @ All Items total work amount etc as per Direction of E/I for the period of Five Years from the actual completion of work. (Total Amount for CC Work Sl No. 8 to 20 = 4537784.00)

Maintainance of First Year (@ 0.00% of Total Work Amount of item 1 to 7)

Maintainance of First Year (@ 0.00% of Total Work Amount of item 8 to 20)

Maintainance of Second Year (@ 0.75% of Total Work Amount of item 1 to 7)

Maintainance of Second Year (@ 0.25% of Total Work Amount of item 8 to 20)

Maintainance of Third Year (@ 1.50% of Total Work Amount of item 1 to 7)

Maintainance of Third Year (@ 0.50% of Total Work Amount of item 8 to 20)

Maintainance of Fourth Year (@ 2.25% of Total Work Amount of item 1 to 7)

Maintainance of Fourth Year (@ 0.75% of Total Work Amount of item 8 to 20)

Maintainance of Fourth Year (@ 3% of Total Work Amount of item 1 to 7)

Maintainance of Fifth Year (@ 1% of Total Work Amount of item 8 to 20)

Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment 3- Maintenance will be calculated on value of actual work done.

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