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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR-18/15.2.1) |
| 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 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). (DSR-18/26.73) |
| 8 | Note : Excess/ less cement over the specified cement content used as per design mix is payable / recoverable separately. Concrete Grade-M-40 (cement content 400 kg ) (DSR-18/26.73.1) |
| 9 | 200 mm thick hollow core slab (DSR-18/26.73.1.4) |
| 10 | Extra for using M-50 (Cement content 425 kg) instead of M-40 (DSR-18/26.73.2) |
| 11 | 200mm thick hollow core slab (DSR-18/26.73.2.4) |
| 12 | Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge. (DSR-18/26.75) |
| 13 | Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes. (DSR-18/26.76) |
| 14 | Lead within 15km (DSR-18/26.76.1) |
| 15 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. (DSR-18/26.77) |
| 16 | Prestressed hollow core Slab up to 200 mm thickness (DSR-18/26.77.1) |
| 17 | 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) |
| 18 | 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) |
| 19 | 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. |
| 20 | 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. |
| 21 | Aluminum-backed flexible prismatic sheeting shall be made of yellow colored flexible prismatic sheeting with nonmetallic prismatic lens formed in transparent synthetic resin as retro reflective elements. This flexible prismatic sheeting shall have black and yellow stripes with aluminum backed flexible prismatic Type VI sheeting conforming to ASTM: D4956 specifications and standards of coefficient of retro reflectivity, flexibility and impact resistance applicable for rebound able devices. This flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black colour in a continuous roll format. width of object marker shall be 300mm. The rate shall include all materials, labour, T&P, transportation installation and incidentals al complete as per direction of the Engineer-in-charge. |
| 22 | 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. |
| 23 | 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 |
| 24 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
