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| 1 | 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. (DSR-18/16.82) |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (DSR-18/15.7.4/AR) |
| 3 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. (DSR-/18/15.36) |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 5 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). (DSR-18/15.2.2) |
| 6 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR-18/15.3) |
| 7 | Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C)) |
| 8 | Handover existing old kerb stones (DAR) |
| 9 | Handover existing old barbed wire (DAR) |
| 10 | 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 |
| 11 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 12 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 13 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 14 | Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level |
| 15 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 16 | Providing wall putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats.(SOR-20/15.22 New Item) |
| 17 | Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/647/15.07) |
| 18 | As in item (647) above but for every subsequent coat on previously treated surface. (SOR-20/648) |
| 19 | Raod workExcavation 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/251 (A)/4.1.1) |
| 20 | 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) |
| 21 | 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) |
| 22 | 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 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)) |
| 23 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (MORTH 502/5.01) |
| 24 | Providing and applying tack coat with bitumen grade of VG-10 using pressure distributor at the rate of 0.50 Kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH 5.02/503) |
| 25 | Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-40 @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 par MoRT & H Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B)) |
| 26 | 40mm compacted thikness with bitumen penetration of [email protected]% by weight of total mix |
| 27 | Providing and applying tack coat with bitumen grade of VG-10 using pressure distributor at the rate of 0.50 Kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH 5.02/503) |
| 28 | Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5.40 Percent of 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 achive the desired compaction as per MORTH specification clause No 507 complete in all respects. (MORTH/5.05/507(B)) |
| 29 | 40mm compacted thickness with bitumen penetration of [email protected]% by weight of total mix. (MORTH-5.05/507(B)) |
| 30 | Providing and laying 40mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size at rate of 0.005 cum per 10 sqm and at an approximate spacing of 10cm centre to centre in both direction, pressed into surface when the temperature of surface is not less than 1000c protruding 1mm to 4mm over mastic surface, all complete as per MORTH5.11/clause-516 (ARGNIDA) |
| 31 | 40mm Thick Mastic Asphalt MORTH5.11/clause-516 (ARGNIDA) |
| 32 | Road marking with Hot applied Thermoplastic compound with reflectorising Glass beads on Bituminious surface 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) |
| 33 | 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/251 (A)/4.1.1) |
| 34 | 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 |
| 35 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 36 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 37 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 38 | Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level |
| 39 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 40 | 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) |
| 41 | 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. |
| 42 | Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings, (AR/GNIDA) |
| 43 | 250mm dia NP-2 pipe AR |
| 44 | Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA) |
| 45 | 250mm dia NP-2 class RCC Pipe |
| 46 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation as per approved. (GNIDA/AR) |
| 47 | 250mm dia NP-2 pipe (DSR-18/AR) |
| 48 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : (DSR-18/18.34) |
| 49 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-18/18.34/1) |
| 50 | 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 |
| 51 | 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. |
| 52 | 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 |
| 53 | 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. 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. |
| 54 | 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. |
| 55 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
