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| 1 | MRL03-Basugaon Ghilaguri road to Narayanpur (MRL 03) |
| 2 | Construction of RCC Bridge No-1/1 on MRL03-Basugaon Ghilaguri road to Narayanpur (MRL 03) |
| 3 | Clearing and Grubbing Road LandClearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specifications Clause 201.[SOR 25-26] [item No.2.2](I) By Manual Means- (a) In area of non thormy jungle |
| 4 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising 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 m as per Technical Specification Clause 202.[SOR 25-26] [item No.2.5]II By Mechanical Means(a) Cement Concrete |
| 5 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.[SOR 25-26] [item No.2.13(b)]b) Above 600 mm to 900 mm dia Hume pipe |
| 6 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.[SOR 25-26] [item No.2.13(c)]c) Above 900 mm dia Hume pipe |
| 7 | Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.[SOR 25-26] [item No.3.4]a) Private land |
| 8 | Construction of sub-grade and earthen shouldersConstruction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1. [SOR 25-26] [item No.3.14] (a) Private land |
| 9 | Construction of Granular sub-base (A) By mix in Place Method,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.[SOR 25-26] [item No.4.1](II) For Grading Material (Gr - II ) |
| 10 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.[SOR 25-26] [item No.4.9]By Mechanical Means with 1 km lead |
| 11 | Prime-Coat (i) Low porosityProviding and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause 502.[SOR 25-26] [item No.5.1] |
| 12 | Tack-coat (III) Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503.[SOR 25-26] [item No.5.2] |
| 13 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.[SOR 25-26] [item No.5.11]II) By Mechanical MeansB) Type Bii) Bitumen (S-65) |
| 14 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.[SOR 25-26] [item No.10.2](vii) 900mm Octagon - Stop Sign |
| 15 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.[SOR 25-26] [item No.10.2](ii) Warning Signs [600mm -Triangle] |
| 16 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.[SOR 25-26] [item No.10.2](iv) Speed limit Sign [600mm -Cricular] |
| 17 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.[SOR 25-26] [item No.10.2](v) Chevron Signs [600mmx450mm] |
| 18 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.[SOR 25-26] [item No.10.2](iii) 800 mm x 600 mm rectangular. |
| 19 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.[SOR 25-26] [item No.10.2]Hazard Markers (300mmX900mm) [Rate as per Annexure-IV] |
| 20 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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 and conforming to the MoSrt&H specifications.[SOR 25-26] [item No.16.34] |
| 21 | Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.[SOR 25-26] [item No.10.20] |
| 22 | Tack-coat for Hump (III) Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503.[SOR 25-26] [item No.5.2] |
| 23 | Mix Seal Surfacing for HumpProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.[SOR 25-26] [item No.5.11]II) By Mechanical MeansB) Type Bii) Bitumen (S-65) |
| 24 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPaintinglines,dashes,arrows,etc.onroadsintwocoatsonnewworkwithreadymixedroadmarkingpaintconformingtoIS:164onbituminous/concretesurface,includingcleaningthesurfaceofalldirt,dustandotherforeignmatter,demarcationatsiteandtrafficcontrolasperdrawingandTechnicalSpecification Clause 1702.[SOR 25-26] [item No.10.8] |
| 25 | Kilometer StoneReinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703.[SOR 25-26] [item No.10.10](ii)Ordinary Kilometer Stone (precast) |
| 26 | Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703.[SOR 25-26] [item No.10.10](iii) 200 m Stone (precast) |
| 27 | Providing and Fixing with with 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1.[SOR 25-26] [item No.10.16] |
| 28 | Providing and fixing of typical Logo Board with PMGSY Logo as per MORD specifications and drawing. 1 nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 1 nos. steel plate will be welded horizontally with 1 nos. 75mm x 75mm 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 1 no steel plate will be welded vertically to 1 no. 75mm x 75mm of 12 |SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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.[Analysis] |
| 29 | Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS duly welded sheet with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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.[Analysis]Citizen Information board and maintenance information board are considered |
| 30 | Setting Out(v) Typical benchmark as per Drawing 200.1.[SOR 25-26] [item No.1.16] |
| 31 | Setting Out(vi) Typical reference pillar as per Drawing 200.2 .[SOR 25-26] [item No.1.16] |
| 32 | Surface Drains in SoilConstruction 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.[SOR 25-26] [item No.3.19 (i)(A)] Manual Means |
| 33 | Turfing with SodsFurnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.[SOR 25-26] [item No.3.12] |
| 34 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling in trenches with excavated suitable material.[SOR 25-26] [item No.11.1](I) Ordinary Soil Upto 3 m depth |
| 35 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.[SOR 25-26] [item No.11.4]I) With crushed StoneA) P.C.C grade M 10i) Nominal mix 1:3:6 |
| 36 | Plain/reinforced concrete in foundationsProviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.[SOR 25-26] [item No.11.4/II/B/(i)]B) P.C.C grade M 15i Nominal mix (1:2.5:5) |
| 37 | Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204.[SOR 25-26] [item No.12.5/B/(i)]With Crushed Stone PCC Grade M 20Nominial mix (1:2:4) |
| 38 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[SOR 25-26] [item No.11.4] |
| 39 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.[SOR 25-26] [item No.11.6] |
| 40 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[SOR 25-26] [item No.11.4] |
| 41 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.[SOR 25-26] [item No.13.5] |
| 42 | 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.[SOR 25-26] [item No.12.11] |
| 43 | 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.[SOR 25-26] [item No.12.9] |
| 44 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.[SOR 25-26] [item No.12.7] |
| 45 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.[SOR 25-26] [item No.12.6] |
| 46 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space.[SOR 25-26] [item No.13.6] |
| 47 | Drainage Spouts complete as per drawing and Technical specification.[SOR 25-26] [item No.13.10] |
| 48 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301.[SOR 25-26] [item No.14.4] |
| 49 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.[SOR 25-26] [item No.14.2(I)] |
| 50 | Excavation for Structures 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.[SOR 25-26] [item No.11.1](I) Ordinary soil,(i) Upto 3 m depth |
| 51 | Excavation for Structures 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.[SOR 25-26] [item No.11.1](I) Ordinary soil,(i) 3 to 6 m depth |
| 52 | PCC 1:3:6 in Foundation (Plain cement concrete1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanicallymixed, placed in foundation and compacted by vibration including curing for 14 days.)[SOR 25-26] [item No.17.7] |
| 53 | PCC 1:3:6 in Foundation (Plain cement concrete1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanicallymixed, placed in foundation and compacted by vibration including curing for 14 days.)[SOR 25-26] [item No.17.10] |
| 54 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) as per MORTH Section No. 1100 & 170 Pile diameter = 1000 mm[SOR 25-26] [item No.17.28] |
| 55 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV).[SOR 25-26] [item No.17.37]a) Initial and Routine load test. |
| 56 | Levelling course for Pile cap Providing and Lying of PCC M-20 levelling course 100mm thick below the pile cap. As per drawing and technical specifications of MORTH section.[SOR 25-26] [item No.17.40] |
| 57 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. [SOR 25-26] [item No.17.39](D) RCC Grade M35 , (ii)Using Batching Plant, Transit Mixer and Concrete Pump |
| 58 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500Dbar reinforcement in foundation complete as per drawing and technical specifications [SOR 25-26] [item No.17.41](a) TMT-IS1786(Fe-500D) Primary Producer (TATA/SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 59 | Plain/Reinforced cement concrete, in substructure complete as per drawing and technical specification and steel shuttering formwork [SOR 25-26] [item No.17.46](N) Without plasticiser(H) RCC Grade M35 (a) Height upto 5m, Case-II : With Batching Plant, Transit Mixer and Concrete Pump |
| 60 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications .[SOR 25-26] [item No.17.47](a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 61 | 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.[SOR 25-26] [item No.17.49] |
| 62 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.[SOR 25-26] [item No.17.50] |
| 63 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. [SOR 25-26] [item No.17.51] |
| 64 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification.[SOR 25-26] [item No.17.57] |
| 65 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. [SOR 25-26] [item No.17.58](E) PSC Grade M-40 Case-II : Using Batching Plant, Transit Mixer and Concrete Pump (ii) For T-beam & slab,(b) Height 5m to 10m |
| 66 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. [SOR 25-26] [item No.17.58](D) RCC/PSC Grade M35Case-II : Using Batching Plant, Transit Mixer and Concrete Pump (ii) For T-beam & slab,(b) Height 5m to 10m |
| 67 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications .[SOR 25-26] [item No.17.59](a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel / Jindal panther steel/ Shyam steel or equivalent) |
| 68 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.[SOR 25-26] [item No.17.60] |
| 69 | Providing and laying cement concrete wearing coat M 30 gradeincluding reinforcement complete as per drawing and technical specifications clauses 800,1206.3.[SOR 25-26] [item No.17.61] |
| 70 | Drainage Spouts complete as per approved drawing and technical.[SOR 25-26] [item No.17.67]specifications Clause 1209 |
| 71 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.[SOR 25-26] [item No.17.68] |
| 72 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.[SOR 25-26] [item No.17.69]TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 73 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).[SOR 25-26] [item No.17.77] |
| 74 | 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.[SOR 25-26] [Item No. 2.2] i. By Manual Means (A) In area of non thorny jungle |
| 75 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising 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 m as per Technical Specification Clause 202.[SOR 25-26] [item No.2.5] |
| 76 | 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 25-26] [item No.3.4] |
| 77 | Construction of Sub-grade and earthen shoulder 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 up to 1000m as per Technical Specification Clause 303.1 [SOR 25-26] [item No.3.14 ] |
| 78 | 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 smooth wheel roller to achieve the desired density, complete as per clause 401. [SOR 25-26] [item No.4.1] |
| 79 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.[SOR 25-26] [item No.4.9]By Mechanical Means with 1 km lead |
| 80 | Prime Coati. Low porosityProviding and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per technical Specification Clause-502. [SOR 25-26] [item No.5.1] |
| 81 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleaned with hydraulic broom as per Technical Specification -503. [SOR 25-26] [item No.5.2] |
| 82 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. [SOR 25-26] [item No.5.11] |
| 83 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPaintinglines,dashes,arrows,etc.onroadsintwocoatsonnewworkwithreadymixedroadmarkingpaintconformingtoIS:164onbituminous/concretesurface,includingcleaningthesurfaceofalldirt,dustandotherforeignmatter,demarcationatsiteandtrafficcontrolasperdrawingandTechnicalSpecification Clause 1702.[SOR 25-26] [item No.10.8] |
| 84 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.[SOR 25-26] [item No.17.10] |
| 85 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.[SOR 25-26] [item No.10.2](ii) Warning Signs [600mm -Triangle] |
| 86 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.[SOR 25-26] [item No.10.2](iv) Speed limit Sign [600mm -Cricular] |
| 87 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.[SOR 25-26] [item No.10.2](iii) 800 mm x 600 mm rectangular. |
| 88 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.[SOR 25-26] [item No.10.2]Hazard Markers (300mmX900mm) [Rate as per Annexure-IV] |
| 89 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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 and conforming to the MoSrt&H specifications.[SOR 25-26] [item No.16.34] |
| 90 | Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.[SOR 25-26] [item No.10.20] |
| 91 | Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Clause 1302.[SOR 25-26] [item No.14.5](I) Stone/Boulder |
| 92 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Clause 1302.[SOR 25-26] [item No.14.6] |
| 93 | Providing and aying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301.[SOR 25-26] [item No.14.2] Please Enable Macros to View BoQ information |
