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Renewal From Km 601 2 602 0 619 080 619 190 620 0 620 246 629 273 630 / 0 And Renewal Of Nhai Overlap Stretches Of Nh 47 Road Work, nagercoil-Tamil Nadu

Ministry Of Road Transport And Highways has published Renewal From Km 601 2 602 0 619 080 619 190 620 0 620 246 629 273 630 / 0 And Renewal Of Nhai Overlap Stretches Of Nh 47 Road Work. Submission Date for this Tender is 22-06-2022. Road Work Tenders in nagercoil Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

32290983
Corrigendum : Renewal From Km 601 2 602 0 619 080 619 190 620 0 620 246 629 273 630 / 0 And Renewal Of Nhai Overlap Stretches Of Nh 47 Road Work
Open Tender
Indian
Tamil Nadu
nagercoil
22-06-2022

Tender Details

Renewal From Km 601 2 602 0 619 080 619 190 620 0 620 246 629 273 630 / 0 And Renewal Of Nhai Overlap Stretches Of Nh 47 Road Work

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 17-Jun-2022 Amendment 1 Date 22-06-2022

Key Value

Document Fees
INR 16800 /-
EMD
INR 2610000.0 /-
Tender Value
INR 13.03 Crore /-

BOQ Items

Name of Work: Renewal from Km 601/2-602/0, 619/080-619/190, 620/0- 620/246, 629/273-630/0, 634/0-635/6, 636/850-638/0, 639/2-639/6, 640/2- 640/6, 641/2-642/6, 646/350 - 647/0, 648/0 - 649/0, 650/0-653/0 and attending patches at Black spot stretches from Km 599/0-600/0, 600/810- 601/2, 602/730-604/252, 618/0-619/080, 621/8-622/2, 629/0-629/273, 632/520-633/0, 638/0-639/2, 639/6-640/2, 640/6-641/2, 647/0-648/0 and renewal of NHAI overlap stretches 626/187-627/0, 643/2-643/4 & 645/300- 645/550 of NH 47 in the state of Tamil Nadu.
Sl. No. Item Description
1Providing and applying tack coat with emulsion bitumen at the rate of 0.25 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom.as per MORTH Rev. V
2Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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.505) Grading II
3BITUMINOUS MACADAM:Grading II Layer thickness 50-75mm. Providing and laying bituminous macadam VG40 with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, trnsported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per MoRTH cl.504 to achieve the desired compaction.
4Bituminous Concrete - (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder CRMB (Viscosity Grade) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and lignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II.
5Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 of MORT & specification
6Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gm per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MOTR&H specification No.803.
7Providing and fixing of Reflective Road Studs of "Category A" Raised pavement markers made out of poly carbonate/ methyl methecrylate/ABS moulded body confirming to ASTM D 785 and feflective panels with micro prismatic lens capable of providing total internal reflectance and chromatically values confirming to ASTM D2480. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III dt 11.06.97. The height and width and length shall not be less than 15mm , 90 mm and 100 mm with minimum reflective area of 13 sqcm on each side and slope to the base shall be 35+/- 5 degree.Each reflector shall have a CIL not less than vlues specified in Table 2 of MORTH circular.The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19+/- 2mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500kgf, Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manfacturer"s recommendation and complete as directed by the Engineer, The marker shall support a load of 13635 Kg tested in accordance with ASTM D2480 and confirming to IRC 35-2015 guidelines and MORTh pecification 804 etc., complete
8Cutting and clearing the light jungles including all labour charges, all incidential charges etc.,
9Vent Clearance and removing silt from vent way of all Culverts, Major & Minor Bridges.
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