Work no 3 Transport Nagar yojana ke Gate no 1 se Gate no 2 tak mukhya marg ka suddhikaran ka karya

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. MORT&H Specification 401 Sr No 4.1 (By Mix in Place Method Close Graded) (Analysed Rate)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MORT&H Specification 406 Sr No 4.14 (Analysed Rate)

Providing & applying tack coat with VG-10 bitumen using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. MORT&H Specification 503. (Analysed Rate)

Providing & laying dense graded bituminous macadam Grading 2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade,level & alignment,rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects. (Analysed Rate)

Providing & applying tack coat with VG-10 bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.MORT&H Specification 503.Including cost of all material,labour,T&P,& all taxes complete (Analysed Rate)

Providing & laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 5.4 % of mix & filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade,level, alignment,rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (Analysed Rate)

Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms 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 & free from streaks & holes but Including cost of, all material labour, T&P,Royality all taxes & labour cess complete. UPPWD SOR-2025, CH-06, S.I. No. MORTH 803(8.13) )

Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced , damaged , get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM (With Shank) SOR-2025, CH-06, S.I. No. MORTH 804(8.35) )

Supply & Fixing of M S Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can beconcealed with thermoplastic body. The posts shall have Ian ellipsoidal or circular design with the height of the pole shall be 800 to 900 mmabove the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steeI Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtainI clear visibility of the road alignment during night time. The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance,specular gloss and fungus resistance,3 years out door weathering and its having passed these tests shall be obtained from International /Government Laboratory /Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation & incidentals all complete as per direction of the Engineer-in-Charge. UPPWD SOR-2025, CH-06, S.I. No. MORTH 805(8.15) )

Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. DSR 2025 [2.28]