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| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth |
| 2 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) |
| 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structurecomprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading II Material (Mord4-1-A-2) |
| 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 ofmixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course onwell prepared surface and compacting with vibratory roller to achieve the desired density. |
| 6 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) |
| 7 | Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of 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 MoRTH specification clause No. 505 complete in all respects. Grading II - 19 mm nominal size. (MISCELANEOUS 3-3-2) |
| 8 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at therate of 0.20 kg per Sqm on the prepared bituminous/granular surface cleaned with mechanicalbroom.for BC |
| 9 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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 MORTH specification clause No. 507 complete in all respects) for Grading-II (bituminous binder @ 5.4 % of mix) (MISCELANEOUS 3-4-2) |
| 10 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumenmeeting the requirements given in table 500-29, prepared by using mastic cooker and laid torequired level and slope after cleaning the surface, including providing antiskid surface with bitumenprecoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10sqm and at an approximate spacing of 10 cm center tocenter in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm overmastic surface, all complete as per clause 515.) |
| 11 | Cobblestone at zebra crossingFlooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 12 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading II Material (Mord4-1-A-2) |
| 13 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technicalspecifications.PCC Grade M20 |
| 14 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. (Mord 6-7-1 ) |
| 15 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4(1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 16 | Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerbchannel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone withchannel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.Using Concrete Mixer |
| 17 | Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 18 | MarkingsProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorisingglass beads @ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 19 | Signages Providing and fixing of retro reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame ofmin 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designedfoundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing. The sign shall be maintainedas per section 12 of IRC 67. 600 mm Circular |
| 20 | Signages Providing and fixing of retro reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame ofmin 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designedfoundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing. The sign shall be maintainedas per section 12 of IRC 67. 600 mm equilateral triangle |
| 21 | Signages Providing and fixing of retro reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame ofmin 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designedfoundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing. The sign shall be maintainedas per section 12 of IRC 67.600 x 450 mm Rectangle |
| 22 | Signages Providing and fixing of retro reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame ofmin 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designedfoundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing. The sign shall be maintainedas per section 12 of IRC 67. 900mm high Octagon |
| 23 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work(Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter,emarcation at site and traffic control ) |
| 24 | Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and 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 ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the |
| 25 | Solar Road Studs: Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm(with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications. |
| 26 | Precasting and placing in position 125 mm dia Bollards 600 mm high ofrequired shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. |
| 27 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 28 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture |
| 29 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 31 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 10 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 32 | Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). |
| 33 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 34 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 35 | Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 36 | Providing and stacking of Chandni dwarf of height 15-20 cm., well branched in earthen pots of size 20 cm as per direction of the officer-in-charge. s per direction of the officer-in-char |
| 37 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)Trees Plant |
| 38 | Providing and stacking of Michelia champa (Golden Champa) of height 90-105 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 39 | Focused Light |
