|
| 1 | Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. |
| 2 | Maintenance of Earthen shoulder Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 3 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 4 | Kosi-Daulaghat-Korichhina Motor road |
| 5 | Majkhali Someshwar Motor Road |
| 6 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. |
| 7 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 8 | Kosi-Daulaghat-Korichhina Motor road |
| 9 | Majkhali Someshwar Motor Road |
| 10 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means |
| 11 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 12 | Kosi-Daulaghat-Korichhina Motor road |
| 13 | Majkhali Someshwar Motor Road |
| 14 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 15 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 16 | Kosi-Daulaghat-Korichhina Motor road |
| 17 | Majkhali Someshwar Motor Road |
| 18 | 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-10 @ 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) with Bitumen VG-10 |
| 19 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 20 | Kosi-Daulaghat-Korichhina Motor road |
| 21 | Majkhali Someshwar Motor Road |
| 22 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix toworksite, 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 clauseNo. 508 complete in all respects. Grading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % of mix) |
| 23 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 24 | Kosi-Daulaghat-Korichhina Motor road |
| 25 | Majkhali Someshwar Motor Road |
| 26 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 27 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 28 | Kosi-Daulaghat-Korichhina Motor road |
| 29 | Majkhali Someshwar Motor Road |
| 30 | Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens 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 recommended by the manufacturer. 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 reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. 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 area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro– reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. |
| 31 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 32 | Kosi-Daulaghat-Korichhina Motor road |
| 33 | Majkhali Someshwar Motor Road |
| 34 | Road Delineators / Vertical Guide Posts:Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79. |
| 35 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 36 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 37 | Kosi-Daulaghat-Korichhina Motor road |
| 38 | Majkhali Someshwar Motor Road |
| 39 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 40 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 41 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 10 Nominal mix 1:3:6 |
| 42 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 43 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 44 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 45 | Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.. |
| 46 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road |
| 47 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 48 | Kosi-Khut-sheetlakhet Kathpuria-Daulaghat Motor Road Please Enable Macros to View BoQ information |
