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Rectification Of Black Spot At Kotekal Turning Hillock From Km 79 / 500 To 82 / 400 Of Nh167 ( Adoni Madavaram Section ) In Kurnool District Rectification Of Black Spot At Kotekal Turning Hillock From Km 79 / 500 To 82 / 400 Of Nh167 ( A, Adoni Madhavaram Section-Andhra Pradesh

Ministry Of Road Transport And Highways has published Rectification Of Black Spot At Kotekal Turning Hillock From Km 79 / 500 To 82 / 400 Of Nh167 ( Adoni Madavaram Section ) In Kurnool District Rectification Of Black Spot At Kotekal Turning Hillock From Km 79 / 500 To 82 / 400 Of Nh167 ( A. Submission Date for this Tender is 28-08-2021. Road Work Tenders in Adoni Madhavaram Section Andhra Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

28856037
Rectification Of Black Spot At Kotekal Turning Hillock From Km 79 / 500 To 82 / 400 Of Nh167 ( Adoni Madavaram Section ) In Kurnool District Rectification Of Black Spot At Kotekal Turning Hillock From Km 79 / 500 To 82 / 400 Of Nh167 ( A
Open Tender
Indian
Andhra Pradesh
Adoni Madhavaram Section
28-08-2021

Tender Details

Rectification Of Black Spot At Kotekal Turning Hillock From Km 79 / 500 To 82 / 400 Of Nh167 ( Adoni Madavaram Section ) In Kurnool District Rectification Of Black Spot At Kotekal Turning Hillock From Km 79 / 500 To 82 / 400 Of Nh167 ( Adoni Madavaram Section ) In Kurnool District

Key Value

Document Fees
INR 5600 /-
EMD
INR 13600000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: “Rectification of Black spot at Kotekal turning hillock from Km 79/500 to 82/400 of NH-167 (Adoni – Madavaram section) in Kurnool District”.
Sl. No. Item Description
1Sub Heading 1
2Supplying of hot applied thermoplastic road marking compound, 2.5mmthick including reflectorising glass beads @ 250gmswith Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. Incase of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of "0" degree centigrade to "-10" degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997
3Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HI-Impact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitriteand reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer.
4Providing & erecting a ""W"" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,70 cm above road/ground level,fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 m centre-to-centre, 1.80 m hight, 1.1m below ground/road level,all steel parts and fitments to be galvanised by hot dip process,all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.
5Providing and fixing of retro reflectorised cautionary , Mandatoryand Informatory sign boards as perIRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all roundand fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground leveltothe bottom of the board.The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height.The signpost shall be firmly fixed with MS base angle 35x35x4 mmin to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.
6900 mm equilateral triangles
7STOP sign boards (Mandatory 900 Circular board) (2 Nos) & 900 mm Circular Sign boards - 4 Nos
8chevron sign boards 600x450 mm
9Hazard markers
10Supplying & Fixing LED Solar Blinker mounted on a steel poles to guide and warn various vehicle drivers of a forthcoming flyovers, crossover, underpass and other intersections and accident prone region. Manufactured using superior grade battery, solar panel and other components, clearly visibile for enhancingroad safety during fog, rain and other adverse weather condition as per Clause 6.14 of Performance Standards of Scope of Work including maintenanceandreplacement of the same and as directed by the Engineer-in-charge. The warranty so provided by the Supplier will be in the name of NH.
11Supplying and installation of delineators (Roadway indicators) 95 cm high above ground level of total length 135 cm. painted black and white in 15cm wide strips fitted with 3 nos. rectangular microprismatic reflective sheeting fixed on 2 mm thick aluminum sheet of size 80 mm X 100 mm one in each black strip duly riveted in the rectangular tubular section facing direction of traffic. Rectangular Tubular section of size 100 mm X 50 mm X 3 mm (thickness). The Tubular section of the delineator is encased all around with steel welded wire mesh of thickness 2.5 mm, in size 120 mm X 70 mm X 760 mm as shown in the drawing. The welded wire mesh is painted with two coats synthetic enamel white paint after applying two coat red oxide primer. The delineator is embedded in M-15 cement concrete in pit size 300 mm X 300 mm X 450 mm. The rate quoted is for the complete job as per Drawing and direction of Engineer. (Double side Type - XI)
12Sub Heading 2
13Service Taxes If any
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