Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Eprocure
Opening Date17 Nov 2020
Closing Date1 Dec 2020
Tender AmountRefer Documents
Costs
EMD
₹ 8,48,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_pwd_27557_2Bid Award Id
ViewTender No
3451/141yata-12/2020 date 07-11-2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
ikSMh& f[klwZ& Jhuxj eksVj ekxZ ¼eq[; ftyk ekxZ½ ds fdeh 19-000 ls 21-000 o fdeh0 45-00 ls 50-000 dk ch0lh0 }kjk uohuhdj.k dk;ZA
27828
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,u0,p0 58 ls fufj{k.k Hkou yks0fu0fo0 Jhuxj rd ¼xzkeh.k ekxZ½ ds fdeh 0-000 ls 0-500 fd0eh0 dk ch0lh0 }kjk uohuhdj.k dk;ZA
2058.35
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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. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD)
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[k.Mkg lqekMh cq?kkMh ¼eq[; ftyk ekxZ½ ds fdeh 0-00 ls 10-00 fd0eh0 dk ch0lh0 }kjk uohuhdj.k dk;ZA
30.75
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Daohlw &lqekM+h ekssVj ekxZ ds pS0 0-000 ls 5-650 esaa ch0lh0 }kjk uohuhdj.k dk;ZA
30
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ikSMh& f[klwZ& Jhuxj eksVj ekxZ ¼eq[; ftyk ekxZ½ ds fdeh 19-000 ls 21-000 o fdeh0 45-00 ls 50-000 dk ch0lh0 }kjk uohuhdj.k dk;ZA
13.59
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,u0,p0 58 ls fufj{k.k Hkou yks0fu0fo0 Jhuxj rd ¼xzkeh.k ekxZ½ ds fdeh 0-000 ls 0-500 fd0eh0 dk ch0lh0 }kjk uohuhdj.k dk;ZA
6
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Providing and laying 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, 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)
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[k.Mkg lqekMh cq?kkMh ¼eq[; ftyk ekxZ½ ds fdeh 0-00 ls 10-00 fd0eh0 dk ch0lh0 }kjk uohuhdj.k dk;ZA
1181.25
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Daohlw &lqekM+h ekssVj ekxZ ds pS0 0-000 ls 5-650 esaa ch0lh0 }kjk uohuhdj.k dk;ZA
718.03
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ikSMh& f[klwZ& Jhuxj eksVj ekxZ ¼eq[; ftyk ekxZ½ ds fdeh 19-000 ls 21-000 o fdeh0 45-00 ls 50-000 dk ch0lh0 }kjk uohuhdj.k dk;ZA
905.6
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,u0,p0 58 ls fufj{k.k Hkou yks0fu0fo0 Jhuxj rd ¼xzkeh.k ekxZ½ ds fdeh 0-000 ls 0-500 fd0eh0 dk ch0lh0 }kjk uohuhdj.k dk;ZA
64.69
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Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes
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[k.Mkg lqekMh cq?kkMh ¼eq[; ftyk ekxZ½ ds fdeh 0-00 ls 10-00 fd0eh0 dk ch0lh0 }kjk uohuhdj.k dk;ZA
4000
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Daohlw &lqekM+h ekssVj ekxZ ds pS0 0-000 ls 5-650 esaa ch0lh0 }kjk uohuhdj.k dk;ZA
2225
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ikSMh& f[klwZ& Jhuxj eksVj ekxZ ¼eq[; ftyk ekxZ½ ds fdeh 19-000 ls 21-000 o fdeh0 45-00 ls 50-000 dk ch0lh0 }kjk uohuhdj.k dk;ZA
1400
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,u0,p0 58 ls fufj{k.k Hkou yks0fu0fo0 Jhuxj rd ¼xzkeh.k ekxZ½ ds fdeh 0-000 ls 0-500 fd0eh0 dk ch0lh0 }kjk uohuhdj.k dk;ZA
200
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Providing and fixing Bi-directional Road Studs (Cat Eye) / Reflective Pavement Marker (RPM) with single body twin shank and plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) or any other suitable material approved by Engineer in charge (Marker must support a load of 13635 kg tested in accordance with ASTM D 4280 and Reflective lenses conforming to ASTM D 788 or equivalent) bonded or anchored within the road surface for lane marking and delineation for night time visibility as per Clause No. 1707 of MORD and 804 of MORTH specifications. The RPM must have reflective panels with micro prismatic lens where area of each retro reflective surface shall not be less than
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[k.Mkg lqekMh cq?kkMh ¼eq[; ftyk ekxZ½ ds fdeh 0-00 ls 10-00 fd0eh0 dk ch0lh0 }kjk uohuhdj.k dk;ZA
1000
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Daohlw &lqekM+h ekssVj ekxZ ds pS0 0-000 ls 5-650 esaa ch0lh0 }kjk uohuhdj.k dk;ZA
1075
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ikSMh& f[klwZ& Jhuxj eksVj ekxZ ¼eq[; ftyk ekxZ½ ds fdeh 19-000 ls 21-000 o fdeh0 45-00 ls 50-000 dk ch0lh0 }kjk uohuhdj.k dk;ZA
2800
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,u0,p0 58 ls fufj{k.k Hkou yks0fu0fo0 Jhuxj rd ¼xzkeh.k ekxZ½ ds fdeh 0-000 ls 0-500 fd0eh0 dk ch0lh0 }kjk uohuhdj.k dk;ZA
150
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