Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Aug 2024
Closing Date18 Oct 2024
Tender Amount₹ 1,77,28,582
Costs
EMD
₹ 3,55,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_pwd_74633_1Bid Award Id
ViewTender No
2302/23M-04/2024 Dt 09.08.2024 (2)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,etc complete as per instruction by Engineer-in-charge
14777
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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. (Bitumen VG-30 @ 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
244
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Semi Dense Bituminous Concrete with Warm Mix TechnologyProviding and laying Semi Dense Bituminous Concrete Grading I - 13mm using Bitumen VG - 30 (bituminous binder @ 4.5 % of mix) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, filler and warm mix additive @ 0.4% by weight of bitumen 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 to achieve the desired compaction as per MoRTH specification clause No. 508 etc complete in all respect etc complete as per instruction by Engineer-in-charge
495
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Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc complete in all respect etc complete as per instruction by Engineer-in-charge
2213
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Granular Sub-base with Well Graded Material (Table 400.1)4-1-A By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desireddensity, complete as per Technical Specification Clause 401. etc complete in all respect etc complete as per instruction by Engineer-in-charge
1265
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Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. etc complete in all respect etc complete as per instruction by Engineer-in-charge
6324
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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 @ 250gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes etc complete in all respect etc complete as per instruction by Engineer-in-charge
700
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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 etc complete in all respect etc complete as per instruction by Engineer-in-charge
472
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701complete in all respect etc complete as per instruction by Engineer-in-charge
4
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