(VISHESH NIDHI) Construction of B.T. Road R.C.C. Nala and divider maintenance Work at sindhiya statchu to dane baba chorahe via tiger chouk. Zone No.08, Ward No 18. File No.09/26X3/5.

Scarifying the existing bituminous road surface by mechanical means to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters. Sindhiya Statchu to Tiger Chowk - 2x700x7 = 9800, Tiger Chowk to Dane baba Chauraha - 2x650x9 = 11700 = 21500

Excavation for pipe laying (exceeding 30 cm in depth) including disposal of excavated earth with all lift and lead up to 50 m, disposed earth to be levelled and neatly dressed. All kinds of soils 1x900x1.2x1.2 = 1296

Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin /plate /screed vibrators including form work by strong steel girders fixed by spikes.for nala For New Nallah - 1x900x1.2x0.10 - 108 For NP2 pipe - 1x200x0.50x0.10 - 10 total - 118

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications RCC Grade M20. For New Nallah 1x900x1x0.10 - 90 For New Nallah 2x900x0.15x1 - 270 For New Nallah 1x250x1x0.15 - 37.5 For New Nallah ( Slab) 1x650x1x0.15 - 97.5 For NP2 Pipe 1x200x0.50x0.15 - 15 Total = 510

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per Sections 1600 of the specifications. FE 500. 0.50x360x7850/100 = 14130 kg = 14.13 MT, For Precast ( 0.70X37.5x7850/100 = 2061 - 2.06), For Slab (0.70X97.5x7850/100 = 5358 - 5.36 ) Total = 21.55 MT

Providing and laying non-pressure NP2 class (light duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand). Size 300 mm dia. meter

Dismantling of existing structures comprising of masonry, Cement Concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material with all lifts and lead up to 1000 meters, as per Section- 200 of the specifications. Concrete By Manual Means Lime Concrete, Cement Concrete grade M-10 and below

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 to 1.00 Kg/Sqm using mechanical means as per Section 502 of the specifications. Sindhiya Statchu to Tiger Chowk - 2x700x7 - 9800, Tiger Chowk to Dane baba Chauraha - 2x650x9 - 11700 = Total 21500

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. @ 0.40 Kg per Sqm (Non-bituminous surfaces) granular base not primed. Sindhiya Statchu to Tiger Chowk - 2x700x7 - 9800, Tiger Chowk to Dane baba Chauraha - 2x650x9 - 11700 = Total 21500

Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base By Mix in Place Method For 53 mm maximum size. TIGER CHOWK TO DANE BABA CHAURAHA 2x650x9x0.20 - 2340

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications 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 Sindhiya Statchu to Tiger Chowk - 2x700x7x0.15 - 1470, Tiger Chowk to Dane baba Chauraha - 2x650x9x0.20 - 2340 = Total 3810

Providing and laying Dense Bituminous Macadam with hot mix plant batch using crushed aggregates of specified grading , premixed with bituminous binder, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects and as per Section 505 of the specifications. (As specified, Lime or cement will be used as filler) Sindhiya Statchu to Tiger Chowk - 2x700x7x0.060 - 588, Tiger Chowk to Dane baba Chauraha - 2x650x9x0.060 - 702 = Total 1290

Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and 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. For Grading II (30-45 mm thickness) with VG-30 bitumen @ 5.4% Sindhiya Statchu to Tiger Chowk - 2x700x7x0.030 -294, Tiger Chowk to Dane baba Chauraha - 2x650x9x0.030 - 351 = Total 645

Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads 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. 4x1350x0.15 = 810

12 mm cement plaster of mix: 1:6 (1 cement: 6 fine sand) 2x700x0.70 = 980

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2x1200x0.70 - 1680

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 2x1200x0.70 - 1680

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. The marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall 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 reflection of light entering the lens face. The Slope or the 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 show no more than two radial cracks longer than 6.4 mm (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 20 mm and its width shall not exceed 130 mm. 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 IntensityCIL) shall not be less than that given in Table 800-13 of the specifications for Bi-directional stud. 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 ASTM D 4280, Coefficient of Luminance Intensity-CIL as per table 800-13 of the specifications Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impact strength, Resistance to temperature cycling, And Longitudinal Flexural Strength to be submitted

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