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| 1 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 2 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279)Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) |
| 3 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 4 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) |
| 6 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 7 | P/f M.S. Specials such as tee, bends, collars, tapers, Gap piecs, including flange end as required, painting, Cutting, Welding as per site requirement of M.S. pipe thickness etc complete in all respects as per direction E/I (NOIDA/AR) |
| 8 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) DAR-18/10.15.1 |
| 9 | Structural steel work single section fixed with or without connecting plate, includingcuting hoisting fixing in position annd applying a priming coat of approved steel primer all complete. DAR-18/10.1 |
| 10 | Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sqm) paint (Birtish antesol or equivalent) including supply of all matarials , labour, Tools & plants etc. required for proper completion of the work . Paint to be used should confirm the ISI Every coat after the first Coat SOR-CH-8/15.05 (53.0+21.0) |
| 11 | Sign Facia Design, manufacturing and assembly of retro reffective sign face (measured in Sq. or rectangular shape) made from micm prismatic Type XI sheeting as per ASTM D-4556-09 pasted on 4mm thick ACP/ ACM. The letters/ legends/ diredions/theme shall be out out in overtaminate with durabitty of 10 years as per IRC 07-2022. The signage facia shall be warranted for 10 years as per RC 67 a and shall be suppled with government test, report of 3 year outdoor weathering test Som conducted in India condition as per IRC 67-2022. (NS) (including foàng on the prepared metalic tame e ploting, pasting, riveting, packaging, handling, complete in all respect as per satisfaction of Engineer-in-Charge (AR/GNIDA) |
| 12 | Road Delineator. Providing and fixing of standard metal Delineator as per IRC 79-2019 consisting old minimum retro reflective unit exposed area of 330 square cm in while color, full cube corner micro prismatic non-metallic retro reflective shieling on each side conforming wilt IRC 67-2012 and meeting the coefficient of retro reflection values as per ASTMO 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both side. The structure shall be manufactured in roll forming process and shall have height not less than B00mm above the ground, width not less than 100mm and shall extend nil more than 300mm below the ground while being installed. |
| 13 | The front and back faces of the delineator should be curved with a radius of not more than 200mm and with delta angle (or central angle of curve)lying between 20 degree and 30 degree, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof) The retro reflective sheeting shall be tested for 3 year outdoor weathering lest in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded which quoting tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to Engineer-in-Charge before finalization of bill, The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc., or as desired by site engineer. CHAPTER-26 Traffic Sign S.No. 1 |
| 14 | Reflective Raised Pavement Markers (Road Studs/Cat Eye) Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrile) or HIPS (Hi-impact Polystyrene) or aa acrylonitrile butadiene styrene (ABS). The marker shall supported a load of 1335 Kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably by 351 5 ̊ to base and area of each retro-reflecting surface shall not be less than 13.0Sacm road studs shall be legibly marked with name trade mark or other means of densification of the manufacture. Dimensions of road studs should not be less than 100mmX100mmX10mm. RPM (with shank) as per ASTM. Chapter-26 Traffic sign S.N.5 |
| 15 | Median Marker 3. Providing and fixing of flexible median markers as per IRC 79-2019 which shall be made oil combination of tough, high impact resisting molded thermoplastic body along with florescent yellow color retro-reflective type XI shieling with minimum exposed reflective area 285 Sqm and with rebound property. The reflective sheeting should confirm to Type XI Florescent yellow sheeting as per IRC 67-2012 and ASTM D4956-11. The flexible median marker shall have overall height of minimum 180mm, body thickness of minimum 2mm and shank depth of minimum 30mm. |
| 16 | The retro-reflective sheeting shall be on both sides of the flexible median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of shieling should not come out easily by putting nails, sharp objects ell. The logo of the manufacture shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of il intentionally or unintentionally the product should bend up to 90 degree on both sides without breakage or damage the product shall be tested for rebound ability 8 tensile test as per IRC 79-2019 and government lab test report shall be submitted along with tender. if somehow tender pre-qualification condition do not ask lord government report then the report shall be submitted to Engineer-in-Charge before finalization of bill. The rate shall include all materials, labour, equipment's, fabrication, transportation, ejection, installation and incidentals all complete as per direction of the Engineer-in-Charge. CHAPTER-26 Traffic Sign S.N..6. |
| 17 | Solar Power road marker (Solar Studs)The solar cateye shall be produced from an engineered polymer selected for superior Suggestive impact resistance and weather-ability. The top of the marker should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree uniform smooth illumination through light tube The marker shall also have high reflective plastic lenses for conspicuity in passive mode and dual shanks for improved road presence. These markers are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. |
| 18 | The solar cateye shall be of height. 65 ± 2 mm & Maximum Diameter. 136 14 mm. The solar stud/ cateye shall be lested for water ingress as per IP 65 standards & IP 68 standard & compressive strength of 13635 Kg tested in accordance with ASTM D4280 and test report shall be submitted at the time of bidding of tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge (AR/GNIDA) |
| 19 | Speed arrester as per IRC SP 43-2022-Providing and fixing advance warning speed arrester stud made out of poly carbonate/ABS molded body and highly 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 minimum ASTM D4280 and also meet all the testing conditions of ASTM D4280 listed for RPM (Raised Pavement Marker). The testing and test report shall be as per IRC 35 clause 5.1.2. The speed arrester should be fixed to the road surface using the adhesive recommended by the manufacturer. |
| 20 | The length, height and width of the body shall not be less than 150 mm. 9 mm and 90 mm with a tolerance of +/-1 mm. The marker shall support a load of 30000 Kg tested in accordance with ASTM D4280. The area of each side of micro prismatic reflective lensshall not be less than 15.0 sq.cm. The slope or retro reflective surface shall be 25+ 2 degree to base. It should have one Shank of not less than 25 mm diameter and not less than 40 mm length molded with the body for anchorage. The certificate confirming to initial CIL value for reflective lens not less than 125 for red lens, 250 for yellow lens & 400 for white lens at 0 entrance and 0.2 observation angle as per AST M D4280 shall be provided for better visibility & improving road safety for commuters |
| 21 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
