Contruction Work of Bitumen Road and drain from gomti ki fadi (Hanuman mandir) to mevati nagar puliya. Zone no 20, Ward no 53. File No.61/25X3/5.2nd Call.

Excavation for road work in soil with hydraulic excavator in cluding cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per Section-300 of the specifications.(20% of total area)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including pre mixing 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.

Providing and applying Prime Coat with Cationic Bitumen Emulsion (SS1 Garde) on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to1.00Kg/Sqm using mechanical Means as per Section 502 of the specifications.

Providing and applying Tack Coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the Specifications.5.2.2 @0.30Kg per Sqm (dry and hungry bituminous surfaces / granular surfaces treated with primer)

Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per Sections 501.6 and 501.7 to achieve the desired compaction complete in all respects and as per Section 504 of the specifications.5.9.2 For Grading II (50-75 mm thickness) bitumen content 3.4% (VG-30)

ProvidingandlayingBituminousConcretewithhotmix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanicalpaverfinisher totherequiredgrade, leveland alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Section 507 of the specifications.5.12.4 For GradingII (30-45 mm thickness) withVG-30 bitumen @ 5.4%

Providing and fixing of Category-A Bi-directional Twin-Moulded Shank Raised Pavement Markers/ Road Stud made of Plastic body moulded from ASA (Acrylic styrene Cryometries) or HIP (High impact polystyrene) or ABS material. Lens shall be of plastic material.Themarkershallhavecompressivestrengthof 13635kgtestedaccordancewithASTMD4280andshall have Flexural Strength of 909 kgf. Reflective panels shall consist of number of lenses containing Single or dual prismatic cubes capable of providing total internal reflectionoflightenteringthelensface.TheSlopeorthe retro-reflecting surface shall be 35 +/- 5 degree to the base and area of Each retro reflecting surface shall not be less than 13 sqcm. When impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall shownomorethantworadialcrackslongerthan6.4mm (0.25 in.). There shall be no radial cracks extending to the edge of the abrasion resistant area. There shall be no delamination. Height of the marker shall not exceed 20mmanditswidthshallnotexceed130mm.Moulded shank RPM shall have the shank strength of 600 kgf. Head of the stud shall be Smooth and shall not present any sharp edges to traffic. RPM shall be of Category A with optical performance (Coefficient of Luminous Intensity- CIL) shall not be less than that given in Table 800-13ofthespecificationsforBi-directionalstud.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive. The bidder shall submit a prequalification warranty for Two years. Test certificate from an as per ASTMD4280, Coefficient of Luminance Intensity-CILas per table 800-13 of the specifications. Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impactstrength, Resistance to temperature cycling, and Longitudinal Flexural Strength to be submitted. 375/ 3x2 = 666

8.18 Providing and applying 2.5 mm including reflectorising glass beds@250gm per Sqm areathick roadmarking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted withprofileshoe, glassbeads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per Section 803 of specifications.

2.6 Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.2.6.1All kinds of soil (for drain)

1.0 Transportation By Mechanical means including loading, unloading and stacking 3 km