Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Apr 2023
Closing Date24 Apr 2023
Tender AmountRefer Documents
Costs
EMD
₹ 3,02,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_pwd_57235_1Bid Award Id
ViewTender No
909/23M-04/2023 Dt 28-3-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.uk.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Tack coat using VG-10 grade bitumen @0.35kg/sqm,over normal bituminous surfaces. As per Technical Specification.
30454
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Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, 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 toachieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Grading II - 26.5mm nominal size
95
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Providing and laying Bituminous Concrete with the use of batch type hot mix plantusing crushed aggregates of specified grading, premixed with bituminous binder, 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 No. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix)
857
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
345
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Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, as per technical specification.
15610
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Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Density 2.20) (Bitumen mecadam Grading II using VG-30 @ 3.40% of the weight of total for grading II 19mm nominal size ( Rates shall be based on bitumin content 3.40% of total mix by weight and density of finished B.M. as 2.20ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumin @ 44798.50 per MT and agreate @ Rs. 1569.80 per cum inclusive of cartage).
21
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Providing and laying Semi Dense Bituminous Concrete with 60-90 TPH batch type HMP producing anaverage output of 75 tonnes per hour using crushed aggregate sofspecified grading, premixed with bituminous binder @5% of mixandfiller, transporting the hotmix to work site, laying with a hydrostatic paver finis her 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 clauseNo.508 complete in all respects Grading II - 10 mm using Bitumen VG - 30. ( Rates shall be based on bitumin content 5.00% of total mix by weight and density of finished SDBC as 2.31ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumin @ 44798.50 / MT and agreate @ Rs.1569.80 per cum inclusive of cartage).
380
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Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
1895
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Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
3190
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