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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 | Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C)) |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1) |
| 4 | Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) |
| 5 | 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 grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (MORTH/4.14/406(B)) |
| 6 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. |
| 7 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1) |
| 8 | Providing and applying primer coat with SS1 grade bitumen VG-10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (MORTH 502) |
| 9 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25kg/Sqm on prepared bituminous surface cleaned with mechanical broom (MORTH-5.02/503/(i)) |
| 10 | Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-30 @4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve to desired compaction as per MORTH Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B)) |
| 11 | 40mm compacted thickness with bitumen perpetration of [email protected]% by weight of total mix. (MORTH-/5.05/505(B)) |
| 12 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder [email protected]% of mix and filler transporting the hot mix to work site laying with hydrostatic paver finsher with sensor control to the required grade, level and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORTH specification clause 507 complete in all respect (MORTH/507(B)/5.05) |
| 13 | 30mm compacted thickness with bitumen peretration of [email protected]% by weight of total mix |
| 14 | Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658-2006 SOR/A.R. Grey colour. |
| 15 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 16 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 17 | Providing & laying jointing & testing of folowing dia rigid PVC pipe of 6kg/cm2 working presser (finolex or equivalent make rigid PVC pipes as per IS 4485:2000) including all fitting & specials jointing material etc. for proper completion of the work. (AR/GNIDA) |
| 18 | 160mm dia |
| 19 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 20 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 21 | 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) |
| 22 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 23 | Providing wall putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats.(SOR-20/662 New Item) |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on old work (DSR-18/13.99.2) |
| 25 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (SOR-2020/New item/Sr.No.19.01) |
| 26 | 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 |
| 27 | 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. |
| 28 | 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) |
| 29 | 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. |
| 30 | 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. |
| 31 | 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. |
| 32 | 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 |
| 33 | Providing and fixing of speed bump it is designed so dynamically and compact that it can bear maximum load on it. The body of the speed bump is made of ABS materials. Two highly reflective reflectors module in PMMA Material are welded with ABS base plate through ultraxonic welded process and then mixed on to the speed bump so theat dust and water comnat touch reflector's inside area and thus it maintains its reflectivity for a long time. Six of the speed bump, Length 350mm with 263mm working width 250mm hight 53mm & weight is 1200gms approx. it is available in yellow and block colours as per instructions of Engineer-in-Charge (AR/GNIDA) |
| 34 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
