|
| 1 | Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only (SOR-20/251a) |
| 2 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 3 | Deduction of kerb stone 1 Mtr.@ 3 kerb stone1 kerb stone @0.013 cum/nosonty taken 40% of |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm 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 lead upto 50 metres. DSR-2018/16.1 |
| 5 | Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work site, spreading 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-401 |
| 6 | Wet mix macadam (plant mix method)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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical specification clause 406 of morth |
| 7 | Providing and applying primer coat with SS1 grade bitumen emulsion onprepared surface of granular Base including clearing of road surface and spraying primer at the rate of 10 kg/sqm using mechanical means. MORTH 502(ii) (As per CRRI recommandation) |
| 8 | On granular base such as WBM and WMM surface with 7.5 kg of bitumen for 10 sqm |
| 9 | Providing and appying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25 Kg per sqm on the prepared bituminous surface cleaned with mechanical Broom. |
| 10 | Providing and laying Dense Graded Bitumin Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 505 complete in all respects. |
| 11 | 50mm compacted thickness with bitumen penetration of 60/70@ 4.50% by weight of total mix. |
| 12 | Providing and laying bitumen concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder CRMB @5.0% 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 509 complete in all respect (MORTH//GNIDA) |
| 13 | 40mm compacted thickness with bitumen penetration of CRMB-55@5%by weight of total mix |
| 14 | 30mm compacted thickness with bitumen penetration of CRMB-55@5%by weight of total mix |
| 15 | Providing and laying 40mm thick mestic asphalt wearing course with paving grade bitumen meeting the requirement given in the table 500-39 preored by using mestic cooker as per clause 516 MORTH. |
| 16 | Cement Concrete with 4 cm gauge approved 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. SOR-20/281 |
| 17 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20, Item No. /9.06/E/case-II) |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. (Sail Steel) (DSR-2018/5.22.6/AR) |
| 20 | Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.SOR-New Item |
| 21 | Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the ISI no. 103-109. (But for every coat after the first coat).SOR-2020/644+645) |
| 22 | Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick Precast cement concerete 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. |
| 23 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications & direction of Engineerin- Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. DSR-18/16.91 |
| 24 | Cement concrete with 2cm 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. (UPPWD/SOR-2020/279(a)) |
| 25 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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. (MORTH/SOR-2020/New Item/Sr.No. 19.01) |
| 26 | Reflective Raised Pavement marker (Road sluds/cat Eye Supply and fixing of reflective raised pavement with its body surface made of tough ASA (Acrylic styrene Acrylonitrile) or HIPS (Hi- impact Polystyrene) or aa acrylonitrile butadiens styenc(ABC) The marker shall supported a load of 1335kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses contaning single or dual Prismatic cubes of providing total internal reflecting surface shall preferably surface shall not be less than 13.0 sqcm road studs shall be legibly marked with name trade mark or other means of identification of the manufacture Dimension of Road studs should not be less than 100mm x100mm x 10mm RPM (with shank)as per ASTM |
| 27 | Road Delinator. Providing and fixing of Standard Metal Delinealor as per IRC 79-2019 consisting ol minimum retro reflective unit exposed area of 330 square cm in while color, full cube corner micro prismatic non-melallic retro reflective sheeling on each side conforming wilth IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM O 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 sides. The structure shall be manufactured in roll forming process and shall have height not less than B00 mm above the ground, width not less than 100 mm and shall extend nol more than 300mm below the ground while being installed. The front and back faces of the delineator should be curved with a radius of not more than 200 mm 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 refective 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 |
| 28 | Labour Cess and GST will be paid extra as per govt. orders Please Enable Macros to View BoQ information |
