Tender For Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To 22.40 Mm(Sixty Three Millimetre To Twenty Millimetre) Grading- Iii Consolidating Thick To Water Bound Macadam Specification Including Spreading In Uniform, Arki-Himachal Pradesh
TDR : 55887095
Tender Notice
BOQ
7 Days Left
Arki
Himachal Pradesh
Tender For Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To 22.40 Mm(Sixty Three Millimetre To Twenty Millimetre) Grading- Iii Consolidating Thick To Water Bound Macadam Specification Including Spreading In Uniform
Providing, laying, spreading and compacting stone aggregates of specific sizes to 22.40 mm(sixty three millimetre to twenty millimetre) grading- III Consolidating thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 kN (Eigty to hundred) static roller in stages to proper grade and camber, applying and brooming, crushable screening type -B of size 11.2 mm (eleven point two millimtre) nominal size at the rate 0.20 cum.(Zero point twenty cubic metre) and binding materials at the rate 0.06cum. (zero point zero six cubic metre) per 10 square metre (ten) and to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading as per MORD Technical Specification Clause 405.. By mechanical means and as per intire satispection direction by the Engineer-In-Charge. including carriage of materials all leads and lifts .
2
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275( Zero point two seven five kilogram ) per square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per MORD techanical specification Clause 503 ( Five hundred three) including carriage of materials with in all leads and lifts as per the direction of Engineer-In- Charge.
3
Providing and laying bituminous concrete 25mm thick (twenty five milimetre ) with 100-120 TPH capacity batch type hot mix plant producing an average output of 75 tonnes (seventy five tonnes) per hour using crushed aggregates of specified grading, premixed with bituminous binder concrete of @ 5.5% (five point five per cent) of mix and filler, transporting the hot mix to work site, laying with a hydro static 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. 509 complete in all respects including carriage of materials with in all leads and lifts as per the entire satisfaction and direction of Engineer-In-Charge.The work should be executed as per Job Mix furmula approved by department .The rates should be quated accordingly.Nothing extra shall be applicable on this account.
4
Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per MORD Specification and as per the direction of Engineer-In- Charge
5
Providing and laying Plain cement concrete 1:5:10 (one cement isto Five sand isto ten graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.
6
Providing and laying weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall return wall with 100mm (one hundred )milimetre dia PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and technical specifications MORD clause 614,709,1204.3.7 including carriage of materials within all leads and lifts as per the direction of Engineer-In-Charge.
7
Construction of un-lined surface drain of average cross sectional area 0.40 Sqm in soil to specified lines,grades, levels and dimensions excavated materials to be used in embankment with a lift upto 3.00 meter and lead of 50.00 meters (average lead 25.00 meters) as per technical specification clause 307. including carriage of materials within all leads lifts and as per the direction of Engineer-In-Charge. Please Enable Macros to View BoQ information
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