Ministry Of Road Transport And Highways has published Periodical Renewal Work In Km . 442 . 000 To 450 . 000 Of Nh-63 ( Old N . H . 16 ) . Periodical Renewal Work In Km . 442 . 000 To 450 . 000 Of Nh-63 ( Old N . H . 16 ) . ( Jagdalpur-Geedam-Bhopalpatnam Road ) . Submission Date for this Tender is 31-12-2019. Road Work Tenders in Jagdalpur-Geedam-Bhopalpatnam Road Chhattisgarh. Bidders can get complete Tender details and download the document.
| Name of Work: Periodical Renewal Work in Km. 442.000 to 450.000 of NH-63 (Old N.H. 16). (Jagdalpur-Geedam-Bhopalpatnam Road) in Chhattisgarh State | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | Tack coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503 of section 500\n(i)Normal bituminous surface @ 0.25 kg / Sqm | BI01010001010000000000000515BI0100001113 | 88000 | Sqm |
| 2 | 1.02 | Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 100-120 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction)\n(A) With sensor paver finisher\n(ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%) | BI01010001010000000000000515BI0100001113 | 400 | Cum. |
| 3 | 1.03 | Bituminous Concrete (Providing and laying bituminous concrete with minimum 100-120 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and cement as a 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. 507 complete in all respects)\n(A) With sensor paver finisher\n(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % | BI01010001010000000000000515BI0100001113 | 2640 | Cum. |
| 4 | 1.04 | Granular Shoulders (Construction of granular shoulder at top 150mm of earthen shoulder shall be well graded mix of at least 30% of granular sub-base material of grading-III as per clause 401 and moorum/gravel or soil and combination having soaked CBR value of not less than 30%. The granular layer shall be compacted to at least 98% of mix dry density of material as determined as per IS:2720 (Part-B)) | BI01010001010000000000000515BI0100001113 | 2400 | Cum. |
| 5 | 1.05 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) | BI01010001010000000000000515BI0100001113 | 2926 | Sqm |
| 6 | 1.06 | Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and 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 MORT&H (RW/NH-33023/10/97-DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and 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 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001114 | 1600 | Each |
| 7 | 1.07 | Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79-1981. | BI01010001010000000000000515BI0100001114 | 240 | Each |
| 8 | 1.08 | Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79-1981 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. | BI01010001010000000000000515BI0100001114 | 34 | Each |
| 9 | 1.09 | Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminium sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per cluse 7.2 of IRC:67-2012)\n(A) Made of Class-C Micro Prismatic Grade Sheeting of Type XI (for National Highways and State Highways)\n(a) With Aluminium Shheting of 2 mm thickness\n(ii) 900 mm equilateral triangle | BI01010001010000000000000515BI0100001114 | 20 | Each |
| 10 | 1.1 | (iv) 800 mm x 600 mm rectangular | BI01010001010000000000000515BI0100001114 | 6 | Each |
| 11 | 1.11 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm and fixed on a mild steel back frame of ISA 40 x 40 x 5 mm, supported on a mild steel , single angle iron post of size 75 x 75 x 6 cm, 60 cm below ground level as per approved drawing)\n(A) Made of Class-C Micro Prismatic Grade Sheeting of Type IX (for National Highways and State Highways)\n(Chevran Size 600x500 = 0.30 Sqm) | 42.6 | Sqm |
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