Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date21 May 2021
Closing Date27 May 2021
Tender AmountRefer Documents
Costs
EMD
₹ 79,230Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWD_47601_5Bid Award Id
ViewTender No
No. BHR- 970-1069 dated 19.4.2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
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Documents
BOQ Items
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Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete in road structure as per drawing and M.O.R.D. technical specifications clause 1604.7 and section 300 and as per direction of Engineer – in- Charge. Within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. The rate is inclusive, toll taxes, GST and any other taxes imposed by the Government.
373.67
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3
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Providing and laying 100mm (Hundred millimeter) dia P.V.C pipe weep holes in brick masonry/stone masonry, plain reinforced concrete, Abutments, Wing walls, Return walls and retaining/breast walls extended through the full width of the structure with slope I(V):20(H)(One vertical : Twenty Horizontal) towards draining face complete as per drawing and MORD technical specification Clause 619,709 & 1206.6 and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate is inclusive, toll taxes, GST and any other taxes imposed by the Government.
417
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4
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Construction of granular sub-base 125mm ( one hundred twenty five milimeters) thick by providing well graded materials, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 (Eighty-hundred) kN static roller to achieve the desired density, complete as per MORD Technical Specification Clause 401 for grading-I material, as per the entire satisfaction and directions of Engineer-in-Charge. The rate including of octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.
35
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5
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Providing, laying, spreading and compacting stone aggregate of size 63mm to 45mm (sixty three millimeter to forty five millimeter) Grading-II size [75mm (seventy five millimeters) compacted thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber applying and brooming, stone screening type-B of size 11.2mm (Eleven point two milimetres) nominal size at the rate of 0.20 cum (zero point two zero) cubic metres per 10 sqm (per ten square metres) and binding material at the rate 0.06 cum (zero point zero six cubic metre) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD technical specifications clause No. 405 and as per the entire satisfaction and direction of Engineer–in-Charge including carriage of materials within all leads and lifts and other incidental. The rate is inclusive, toll taxes, GST and any other taxes imposed by the Government.
21
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6
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Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm (fifty three millimeter to twenty two point four millimeter) Grading-III size [75mm( seventy five millimeters) compacted thickness] to water bound macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven point two milimetres) nominal size at the rate of 0.18cum (zero point eighteen) cubic metres per 10 Sqm (per ten square metres) and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specifications clause No. 405 and as per the entire satisfaction and direction of Engineer–in-Charge including carriage of materials within all leads and lifts and other incidental. The rate is inclusive, toll taxes, GST and any other taxes imposed by the Government.
21
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7
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Providing and applying primer coat on the prepared surface of granular base including cleaning of road surface with Hydraulic brooms and spraying primer @ 0.85 Kg. (Zero point eight five kilogram) per square metre using one part of bitumen emulsion SS-I and two parts of water mixed with Nano technology Tera prime emulsion @ 1% (One percent) of weight of emulsion by mechanical means as per M.O.R.D. technical specifications clause 502 as per the entire satisfaction and directions of Engineer – in- Charge including carriage of materials within all leads,lifts and other incidentals . The rate is including octroi, royality, Malkana, toll tax or other taxes imposed by the Government excluding GST.
280
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8
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Providing and applying tack coat on the prepared granular surface treated with primer and cleaned with hydraulic broom and spraying tack coat @ 0.275 Kg (Zero decimal two seven five kilogram) per Square metre using one part of bitumen tack emulsion RS-I and two parts of water mixed with Nano technology emulsion @ 1.4% (One decimal four percent) of weight of emulsion as per technical specification clause-503, and as per direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government excluding GST.
280
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9
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Providing and laying 50mm (Fifty millimetres) compacted thick bituminous macadam with 100-120 (One hundred -One hundred twenty) tonne per hour hot mix plant producing an average output of 75 tonnes (seventy five tonne) per hour using crushed aggregates 19mm (Nineteen millimetres) nominal size of specified grading premixed with bituminous binder VG-10 (Viscosity Grade-Ten) with nano technology at the rate of 3.3% (Three decimal three percent) of mix weight with nano technology binder at the rate 0.1% (zero decimal one percent) of weight of bitumen as per table 500.3 and 500.4 transported to site, laid over a previousioly prepared surface with paver finisher to the required grade, level and alignment and rolled as per MORD technical specificaton clause 504 to achieve the desire compaction including carriage of material within all leads, lifts and other incidentals as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government excluding GST.
14
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10
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Providing and laying 25mm (twenty five millimetre) thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.5(five point five) per cent of mix and filler with Nano technology Nano technology binder @ 0.1% (Zero decimal one percent) of weight of bitumen, transporting the hot mix to work site, laying with a hydrostatic 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 507 complete in all respects or as directed by the Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government excluding GST.
7
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11
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