ADB_JLN_II_05

Amount

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Providing and laying reinforced cement concrete pipe NP2 for culverts 600 mm Dia

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ One Cubic Meter, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 One Cubic Meter capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Providing and laying White Topping as per IRC-SP 76- 2015 over bituminous surface(Existing bituminous surface preparation to be done if necessary either by milling or levelling course with BM/DLC to correct surface profile and to be paid separately) with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement(OPC 43/OPC 53- Grade) at 357kg/One Cubic Meter and 105 kgs of Fly Ash (Replacement of Fly Ashto the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate andAdmixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/One Cubic Meter, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with mechanical paver finisher, spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface,groove cutting grid 1m x 1m to a depth of 1/3 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, sealing joints labour and HOM of machineries etc. complete as per specifications.. .

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. ( Ordinary Soil)

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. ( Hard Rock)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC M15)

Providing and laying CC M - 15 of trap / granite metal concrete block of size 45 x 45 x 45 cm. including painting the no of CD works / direction of fliow by arrow and details of vents opening complet as directed by engineer

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (RCC M20)

Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing,cutting,bending,hooking,tying and laying in position TOne Metric Ton FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Sand fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

Providing dry trap/granite/gneiss rubble stone soling 15cm to 30cm thick ….. Etc complete DSR I Number 17 P.No………

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing and fixing reinforced cement concrete M- 15 square/circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complet as directed by Engineer in charge. Spec. Number As directed by Engineer in charge.

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out,. Construction of shoring &bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 meters , dressing of side (Ordinary Soil)

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out,. Construction of shoring &bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 meters , dressing of side (Not requiring blasting)

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out,. Construction of shoring &bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 meters , dressing of side (Blasting Prohibited)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing steel anchor dowel bars of 32 mm diameter and 4 m length through steining of the well sincluding provision of necessary ducts through staining,drilling holes of 60 mm diameter upto 2.5 m depth in rock,placing the dowels in position and effectively grouting the holes with CM 1:1 etc. complete.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M-25)

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 ( PCC M-25)

Providing,cutting,bending,hooking,tying and laying in position TOne Metric Ton FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

Dewatering including diversion of stream providing cofferdam , bunds etc. as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular component till completion of bridge etc. complete as directed by Engineer in charge. (Abutment)

Dewatering including diversion of stream providing cofferdam , bunds etc. as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular component till completion of bridge etc. complete as directed by Engineer in charge. (Solid Return)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC M25)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 It No 13.1 (RCC M-30)

Providing,cutting,bending,hooking,tying and laying in position TOne Metric Ton FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications

Providing and fixing in position tar paper bearing as per detailed drawings etc. complete as directed by engineer in charge. DSR I.Number 800 P.Number 282

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 It No 12.9

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 MORD specification 1300 It Number 14.5

Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplyying all materials, hand packing of rubble, speading metal in layers and hard murum including watering and compaction with power roller etc. complete. (SOR.Item Number 16.7)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RCC M30)

Providing and laying in situ M-20 cement concrete of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete well curbs including necessary shuttering, compacting by vibrating, finishing and curing etc. complete (excluding reinforcement) as directed by Engineer in charge. (7.60 bags/One Cubic Meter) Spec. Number :BR.12. Page Number 112. D.S.R.I.Number771 P.Number274

Drainage spouts complete as per drawing and technical specifications Clause 1209

Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/One Cubic Metercomplete as per drawing and technical specifications Clauses 800 and 1206.3

Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2 It No 13.7

Providing and fixing stream lined reinforced cement concrete 1:2:4 guard stone including mild steel bar reinforcement etc. complete as directed by Engineer in charge.

Providing,cutting,bending,hooking,tying and laying in position TOne Metric Ton FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900 mm Equilaterial Triangle

800 mm x 600 mm rectangular

600 mm x 450 mm rectangular

600 mm x 600 mm Square

PMGSY/MMGSY Logo

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometer Stone (Precast)

Kilometre Stone (precast)

200 m Stone

Providing and fixing of typical PMGSY/MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Number 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enamelled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 MMGSY-2015/CR/145/Yojana-9 dt. 4.4.2007)

Providing & fixing a typical PMGSY/MMGSY citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500X1150mm with75mm size information as provided in drawing of NRRDA shall be displayed on CR/GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate All lettering and printing arrows border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing All sections of framed posts and steel tubes shall be painted with primer and two coat of epoxy paint as per drawing.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre 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. Complete.

Road Delineators:Supplying and installation of delineators (Roadway Indicators,Hazard markers,Object markers) 80to100 cm high above ground level,painted black and white in 15 cm wide strips,fitted with 80x100 mm rectangular or 75 mm dia. Circular reflectorised panels at the top,buried or pressed in to the ground and confirming to I.R.C.79 and the drawings

Providing and Laying of 2 or more sets (6 Number Number set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for Number set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Number Dual Rib pattern rumble marking shall have width of 500 mm. Number dual rib pattern rumble marking shall have 2 ribs Number of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Number rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete.

Supplying and Fixing of Molded Shank Raised Pavement Markers/Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with microprismatic lens capable of providing total internal reflection of the light entering the lens face and shal lsupport a load of 16000 Kilogram tested in accordance to ASTMD 4280 Type Hand complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06.1997.The height,width and length shall not exceed 50mm,100 mm and 102+/-2 mm and with minimum reflective area of 13 Sq cm on Number side and the slope ot the base shall be 35+/-5 degree.The strength of detachment of the integrated cylindricals hanks,(of diameter not less than19+/-2 mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500 Kilogram.Fixing will be by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory fieldp erformance including stipulated retro-reflectance of the reflecting panel, to the Engineer.