Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date11 Feb 2019
Closing Date20 Feb 2019
Tender Amount₹ 3,71,578
Costs
EMD
₹ 8,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWD_27133_1Bid Award Id
ViewTender No
LINK ROAD BHARYOGTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
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Documents
BOQ Items
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (Eighty- One hundred) kN static roller 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 2 as per Technical Specification Clause 405. (Clause Four Hundred Five) By Manual Means , including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.
75.37
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (Eighty- One hundred) kN static roller 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. (Clause Four Hundred Five) By Manual Means , including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.
75.37
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm (Zero Point Seven Zero - One Point Zero) kg/sqm using mechanical means as per Technical Specification Clause 502, (Clause Five Hundred Two) including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.
1005
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate 0.25 to 0.30 (zero point twofive to zero point thirty) kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical specification clause 503 (Clause Five hundred Three) , including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction and as per direction of Engineer-in- Charge.
1005
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Providing, laying and rolling of open graded premix carpet of 20 (Twenty) millimeters thickness composed of 13.2 (Thirteen point Two) millimeters to 5.6 (Five point Six) millimeters aggregates either using penetration grade bitumen to required line grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 80-100 (Eighty- One hundred) KN static Roller capacity, finished to required level and grades to be followed by seal coat of type –B by Mechanical means Bitumen (S-90), as per technical specification clause 508 including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge
1005
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using type-B as per technical specification C-510 (Clause- Five hundred Ten) ) by Mechanical means Bitumen (S-90), including hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge
1005
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Construction of unlined surface drain of average cross-sectional area 0.2 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. by mechanical means as per H.P.PWD. specsification, including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts including all incidental charges.
435
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