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Tender For Road Safety Engineering Work For Black Spot Identified At Nh-95 Near Ajitwal To Kokari Road Rd 0.00-0.24, Moga-Punjab

Public Works Department-PWD has published Tender For Road Safety Engineering Work For Black Spot Identified At Nh-95 Near Ajitwal To Kokari Road Rd 0.00-0.24. Submission Date for this Tender is 27-03-2023. Road Work Tenders in Moga Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

36883100
Tender For Road Safety Engineering Work For Black Spot Identified At Nh-95 Near Ajitwal To Kokari Road Rd 0.00-0.24
Open Tender
Indian
Punjab
Moga
27-03-2023

Tender Details

Road Safety Engineering Work For Black Spot Identified At Nh-95 Near Ajitwal To Kokari Road Rd 0.00-0.24

Key Value

Document Fees
INR 5000 /-
EMD
INR 12792.0 /-
Tender Value
INR 6.39 Lakhs /-

BOQ Items

Name of Work: Road Safety Engineering Works for Black spot identified at NH-95 near Ajitwal to Kokri Road RD 0.00-0.24.
Sl. No. Item Description
1Traffic Signs: a) Caution Sign Board 600x600x600 triangle(Plain) using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956-09 and as per IRC 67.
2b) Mandatory sign board Circular 600 mm(Plain) Speed using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956-09 and as per IRC 67.
3c) Information Sign Board 800 x600 Rectangular(Plain) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956-09 and as per IRC 67.
4Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.
5Road Road Safety Mirror
6Road Marking with Hot Applied Thermoplastic compound 2.5mm thick including reflectorising
7Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications
8Road Side Shoulders: a) Excavation for Roadway (By Manual Means)
9b) Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH technical specifications.
10c) Providing Cement Concrete 1:4:8 with 40mm gauge stone ballast, Mixing by mechanical means using concrete mixer.
11d) Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.
12First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth.
13Cultural Cess @ 1%
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