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| 1 | 1. Construction of Submersibble Bridge on Zanshi to Ladnapur Road Tq. Sangrampur Dist. Buldana At Chainage - 1/400. |
| 2 | 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 earlierand 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. (SOR. Item No. 2.2 (II) A) In area of non thorny jungle. |
| 3 | 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 Table 300.1 and 300.2 as per technical specification clause 301.5 (SOR. Item No. 3.3) |
| 4 | 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 (SOR. Item No. 3.4 A) |
| 5 | Excavation for roadway in ordinary roack with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 (SOR. Item No. 3.8 (III) |
| 6 | 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (SOR. Item No. 3.14) |
| 7 | Construction of Granular sub-baseby 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, etc complete as per Technical Specification Clause 401. Grading II material (SOR. Item No. 4.1 (II)) |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound MacadamGrade 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 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 densityas per Technical Specification Clause 405. (SOR. Item No. 4.8 2(B). By Mechanical Means. |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (SOR. Item No. 5.2(ii)). |
| 10 | Construction of Modified Penetration Macadam 50 mm thick 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. VG 30 bitumen(SOR. Item No. 5.5 A). |
| 11 | 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 with (SOR. Item No. 5.9 Case-II i). By Mechanical means(II) Bitumen (S-65)VG-30 |
| 12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type Bas per Technical Specification Clause 510 (B) By Mechanical Means with paver finisher Case - II:Type B (I) Bitumen (S-65)VG-30 (SOR.Item No. 5.12) |
| 13 | Providing and fixing of typical PMGSY 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 nos. 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 enameled 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(SOR.Item No. 10.16 A) Retro Reflective sheeting Class-A |
| 14 | Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD Specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600m size, riveted with MS angle iron frame of 25mmx 25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx 25mmx 5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre (MRRDA SOR 23-24Item No. 10.23 / P.No. |
| 15 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirmingtoTypeXIofASTMD4956-09 withWhiteColorandRedColorcombinationandhaving minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shallconsistof powdercoated orpaintedMildsteel ofminimum thickness1.0mm.andcore-shellstructure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of thedelineatorshallextend300mmbeyondtheshelllengthfrombottomforinstallingintheground.The extendedportionshallhave slotsto insertanchoring rodsfor enhancing the concrete grip. The logo ofthe manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplasticusedformakingthedelineatorbodyshallhaveminimuminitialmechanicalpropertiesof600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values (PWD SSR Item No. 6.14 / P.No. 41 ) |
| 16 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(SOR.Item No. 10.2 (B) iii) 600 mm Circular |
| 17 | Supplying andFixing of Molded Shank RaisedPavement Markers / Cat\"s Eyemade of polycarbonate and ABSmouldedbodyandreflectivepanelswithmicroprismaticlenscapableofprovidingtotalinternal reflectionofthelightenteringthelensfaceandshallsupportaloadof16000kg testedinaccordanceto ASTM D 4280 TypeH and complyingtoSpecificationsofCategoryA ofMORTH CircularNo RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 submitatwoyearwarranty forsatisfactoryfieldperformanceincludingstipulatedretro-reflectanceofthe reflecting panel, to the Engineer. ( PWD SSR 2021-22 Item No.6.09/ P.No.40) |
| 18 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractve index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 m is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-incharge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (MRRDA SOR 23-24Item No. 10.21 / P.No. ) |
| 19 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702(SOR.Item No. 10.8) |
| 20 | Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (SOR.Item No. 10.11) |
| 21 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B)1000 mm dia(SOR.Item No. 9.3 (B)) |
| 22 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 23 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301. (SOR.Item No. 14.1) |
| 24 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR.Item No. 14.5 i) |
| 25 | 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 suitablematerial. (SOR.Item No. 11.1 (I) (ii) Ordinary Soil Upto 3m depth. |
| 26 | 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 suitablematerial. (SOR.Item No. 11.1 (I) (iv) Ordinary Soil Upto 3m to 6m depth. |
| 27 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of SuperintendingEngineer will be necessary) |
| 28 | Filling in foundation trenches as per drawing andtechnical specification Clause 305.3.9.ISand filling(SOR.Item No. 11.2 I) |
| 29 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (II) Rubble filling (For B.C. Soil)(SOR.Item No. 11.2 II) |
| 30 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5)(SOR.Item No. 11.4 II (i)) |
| 31 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . (III )P.C.C grade M 20 (I) Nominal mix (1:2.5:5)(SOR.Item No. 11.4 III (i)) |
| 32 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 25 (I) Nominal mix(SOR.Item No. 11.4 III/I i) |
| 33 | Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. IV.) R.C.C grade M 25(SOR.Item No. 11.4 V) |
| 34 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )R.C.C grade M 30 (I) Nominal mix(SOR.Item No. 11.4 V/I i) |
| 35 | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 (SOR.Item No. 12.14) |
| 36 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204IV) RCC Grade M-25(SOR.Item No. 12.5 IV) |
| 37 | Reinforced cement concrete of M30 Grade in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(Excluding reinforcement) (MRRDA SOR 23-24 Item No. 12.15 / P.No. ) |
| 38 | 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 (b) P.V.C. pipe 100 mm dia (SOR.Item No. 12.9) |
| 39 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III R.C.C M 30 (SOR.Item No. 13.1 III) |
| 40 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcementcomplete as per drawing and technical specifications Clauses 800 and 1206.3(SOR.Item No. 13.5) |
| 41 | Expansion joint with 25 mm thick bitumenous pad as per drawing and technical specifications Clause 1207.2.2 (SOR.Item No. 13.16 IIA) |
| 42 | Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWDCSR 2017-18) (SOR.Item No. 13.16 V) |
| 43 | Providing, cutting, bending, hooking, tying and laying in position TMT FE500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 44 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (SOR.Item No. 12.7) |
| 45 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR.Item No. 13.3) |
| 46 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 1204.3.8 (SOR.Item No. 12.11) |
| 47 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8i) Granular Material(SOR.Item No. 12.10 I) |
| 48 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.0 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2(SOR.Item No. 13.8) |
| 49 | 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 No. 16.7) |
| 50 | 2. Construction of Submersibble Bridge on NH-161G to Wasadi Road Tq. Jalgaon Jamod Dist. Buldana At Chainage - 0/230. |
| 51 | 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 earlierand 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. (SOR. Item No. 2.2 (II) A) In area of non thorny jungle. |
| 52 | 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 (SOR. Item No. 3.4 A) |
| 53 | Excavation for roadway in ordinary roack with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 (SOR. Item No. 3.8 (III) |
| 54 | 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (SOR. Item No. 3.14) |
| 55 | Construction of Granular sub-baseby 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, etc complete as per Technical Specification Clause 401. Grading II material (SOR. Item No. 4.1 (II)) |
| 56 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound MacadamGrade 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 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 densityas per Technical Specification Clause 405. (SOR. Item No. 4.8 2(B). By Mechanical Means. |
| 57 | 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/cum and 105 kgs of Fly Ash (Replacement of Fly Ash to the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate and Admixture 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/cum, 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.. (PWD SSR 51.178) |
| 58 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, 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 withelectronic 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. |
| 59 | Providing and fixing of typical PMGSY 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 nos. 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 enameled 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(SOR.Item No. 10.16 A) Retro Reflective sheeting Class-A |
| 60 | Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD Specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600m size, riveted with MS angle iron frame of 25mmx 25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx 25mmx 5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre (MRRDA SOR 23-24Item No. 10.23 / P.No. |
| 61 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirmingtoTypeXIofASTMD4956-09 withWhiteColorandRedColorcombinationandhaving minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shallconsistof powdercoated orpaintedMildsteel ofminimum thickness1.0mm.andcore-shellstructure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of thedelineatorshallextend300mmbeyondtheshelllengthfrombottomforinstallingintheground.The extendedportionshallhave slotsto insertanchoring rodsfor enhancing the concrete grip. The logo ofthe manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplasticusedformakingthedelineatorbodyshallhaveminimuminitialmechanicalpropertiesof600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values (PWD SSR Item No. 6.14 / P.No. 41 ) |
| 62 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(SOR.Item No. 10.2 (B) iii) 600 mm Circular |
| 63 | Metal Beam Crash Barrier-Type-A, W: Metal Beam Crash Barrier (Providing and erecting a W \"metal beam crash barrier comprising of 3 mm thick corrugated Metal Beam Crash Barrier-Type-A, W: Metal Beam Crash Barrier (Providing and erecting a W \"metal beamcrash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to 1367 and15:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)(MRRDA SOR 23-24Item No. 14.20 / P.No. ) |
| 64 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractve index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 m is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-incharge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (MRRDA SOR 23-24Item No. 10.21 / P.No. ) |
| 65 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702(SOR.Item No. 10.8) |
| 66 | Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (SOR.Item No. 10.11) |
| 67 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B)1000 mm dia(SOR.Item No. 9.3 (B)) |
| 68 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 69 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301. (SOR.Item No. 14.1) |
| 70 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR.Item No. 14.5 i) |
| 71 | 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 suitablematerial. (SOR.Item No. 11.1 (I) (ii) Ordinary Soil Upto 3m depth. |
| 72 | 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 suitablematerial. (SOR.Item No. 11.1 (I) (iv) Ordinary Soil Upto 3m to 6m depth. |
| 73 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of SuperintendingEngineer will be necessary) |
| 74 | Filling in foundation trenches as per drawing andtechnical specification Clause 305.3.9.ISand filling(SOR.Item No. 11.2 I) |
| 75 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5)(SOR.Item No. 11.4 II (i)) |
| 76 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . (III )P.C.C grade M 20 (I) Nominal mix (1:2.5:5)(SOR.Item No. 11.4 III (i)) |
| 77 | Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. IV.) R.C.C grade M 25(SOR.Item No. 11.4 V) |
| 78 | Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. IV.) R.C.C grade M 30(SOR.Item No. 11.4 V i) |
| 79 | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 (SOR.Item No. 12.14) |
| 80 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204IV) RCC Grade M-25(SOR.Item No. 12.5 IV) |
| 81 | Reinforced cement concrete of M30 Grade in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(Excluding reinforcement) (MRRDA SOR 23-24 Item No. 12.15 / P.No. ) |
| 82 | 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 (b) P.V.C. pipe 100 mm dia (SOR.Item No. 12.9) |
| 83 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III R.C.C M 30 (SOR.Item No. 13.1 III) |
| 84 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcementcomplete as per drawing and technical specifications Clauses 800 and 1206.3(SOR.Item No. 13.5) |
| 85 | Expansion joint with 25 mm thick bitumenous pad as per drawing and technical specifications Clause 1207.2.2 (SOR.Item No. 13.16 IIA) |
| 86 | Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWDCSR 2017-18) (SOR.Item No. 13.16 V) |
| 87 | Providing, cutting, bending, hooking, tying and laying in position TMT FE500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 88 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (SOR.Item No. 12.7) |
| 89 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR.Item No. 13.3) |
| 90 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 1204.3.8 (SOR.Item No. 12.11) |
| 91 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8i) Granular Material(SOR.Item No. 12.10 I) |
| 92 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.0 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2(SOR.Item No. 13.8) |
| 93 | 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 No. 16.7) |
