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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-03-2026 | Extension of Time of Bid Submission | Date | 10-04-2026 |
| Sl. No. | Item Description |
| 1 | MRL31-NH-8 at Robinson tilla to Falgum TE 7 No. line(AS13588) |
| 2 | MRL02-PK Road to Mambari via Sripur (AS13594) |
| 3 | MRL53-PM road near Defolala LP school to Lamar Defolala(AS13595) |
| 4 | MRL18-PK ROAD TO JAMIRDALUA(AS13620) |
| 5 | MRL39-PK ROAD TO GHILAITIKAR (AS13639) |
| 6 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling sand trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material sand stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. [SOR 25-26] [Item No. 2.2(i-a)] i. By Manual Means (a) In area of non thorny jungle |
| 7 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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. [SOR 25-26] [Item No. 3.3] |
| 8 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 (i)] (i) Private Land |
| 9 | Earthwork in Hill RoadExcavation in Hilly Areas in Soil by mechanical means. Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 [SOR 25-26] [item No. 8.3 / II / A] |
| 10 | Construction of Subgrade and Earthen ShouldersConstruction 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. [SOR 25-26][item No. 3.14 (i)] (i) Private Land |
| 11 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction 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 (A) (ii)] (A) (iii) For Grading III Material |
| 12 | 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 (PugMill), 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 100 kN 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 |
| 13 | Prime Coat :Low porosityProviding and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning 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 (i)] (i) Low porosity |
| 14 | Tack CoatProviding and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 [SOR 25-26][Item No. 5.2 (ii)] |
| 15 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [SOR 25-26][Item No. 5.11 II B (ii)] By Mechanical Means, Type B, Bitumen (S-65) |
| 16 | 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 25-26][Item 10.16] |
| 17 | Providing and Fixing PMGSY Logo Board at finishing point of RoadProviding and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 18 | Providing and Fixing Title information Board of PMGSY Project (RCC)Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.Providing & Fixing Up-gradation Board. [SOR 25-26][As per Analysis] |
| 19 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)\\"A\\"Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 20 | Providing and fixing of typical PMGSY Maintenance information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering. [SOR 25-26][As per Analysis] |
| 21 | 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.(i) 5th Kilometre Stone (precast) [SOR 25-26][Item No. 10.10(i)] |
| 22 | 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.Ordinary Kilometer stone (precast) [SOR 25-26][Item No. 10.10(ii)] |
| 23 | 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 1703.200m Stone (precast) [SOR 25-26][Item No. 10.10(iii)] |
| 24 | Traffic SignsProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701600mm equilateral triangle [SOR 25-26][Item No. 10.2 / A / II (ii)] |
| 25 | Traffic SignsProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701600mm circular [SOR 25-26][Item No. 10.2 / A / II (iii)] |
| 26 | Rumble StripsProvision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.The rate per sqm of premix carpet and road marking may be adopted from Chapters 5&10 respectively for the quantities calculated from approved drawings. [SOR 25-26][Item No. 10.18] |
| 27 | Cross Drainage WorksExcavation for StructuresEarthwork 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. [SOR 25-26][Item No. 9.1 & 11.1 / I (i)] |
| 28 | Plain/reinforced concrete in foundations Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With natural Gravel, P.C.C Grade M 10, Nominal mix 1:3:6. [SOR 25-26][Item No. 9.7 / 11.4 / II / A / (i)] |
| 29 | Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105. [SOR 25-26][Item No. 9.2 (B) (i)] |
| 30 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding. [SOR 25-26][Item No. 9.3 (ii)] (ii) 1000 mm dia |
| 31 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. [SOR 25-26][Item No. 12.5 / II / C (i)] C. With Natural Gravel (i) RCC Grade M 20, For height upto 5 m |
| 32 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9. [SOR 25-26][Item No. 11.2 (I)] (I) Sand filling |
| 33 | Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203. [SOR 25-26][Item No. 11.4 / II / C / i] C. With natural Gravel PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 34 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, & 1203. [SOR 25-26][Item No. 11.4 / D] (IV) R.C.C.grade M 20 |
| 35 | 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)] B. With Crushed Stone PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 36 | 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. 12.9] |
| 37 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. [SOR 25-26][Item No. 13.1 / I / A / a) / i] A. With crushed stone (a) For nominal mix 1:2:4 (i) Height upto 5 M |
| 38 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11. [SOR 25-26][Item No. 12.13 / I] I. With Crushed stone |
| 39 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. [SOR 25-26][Item No. 11.8] |
| 40 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. [SOR 25-26][Item No. 12.7] |
| 41 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. [SOR 25-26][Item No. 13.3] |
| 42 | Providing bituminous wearing coat Providing, laying and rolling of close-graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means, Type B, Bitumen (VG-30). [SOR 25-26][Item No. 13.21] |
| 43 | 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 |
| 44 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling sand trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material sand stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. [SOR 25-26] [Item No. 2.2(i-a)] i. By Manual Means (a) In area of non thorny jungle |
| 45 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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. [SOR 25-26] [Item No. 3.3] |
| 46 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 (i)] (i) Private Land |
| 47 | Earthwork in Hill RoadExcavation in Hilly Areas in Soil by mechanical means. Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 [SOR 25-26] [item No. 8.3 / II / A] |
| 48 | Construction of SubgradeConstruction 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. [SOR 25-26][item No. 3.14 (i)] (i) Private Land |
| 49 | Construction of Earthen ShouldersConstruction 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. [SOR 25-26][item No. 3.14 (i)] (i) Private Land |
| 50 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction 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 (A) (ii)] (A) (iii) For Grading III Material |
| 51 | 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 (PugMill), 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 100 kN 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 |
| 52 | Prime Coat :Low porosityProviding and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning 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 (i)] (i) Low porosity |
| 53 | Tack CoatProviding and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 [SOR 25-26][Item No. 5.2 (ii)] |
| 54 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [SOR 25-26][Item No. 5.11 II B (ii)] By Mechanical Means, Type B, Bitumen (S-65) |
| 55 | 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 |
| 56 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.03mx0.70m)made of Geo-textile non woven fabric sheets of 400 GSM manufactured from polyster / polypropylene conforming to relevant ISO standard filled with specified sand / silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geobags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polystercomplete as per technical specifications and as directed. [SOR 25-26][Item No. 16.51 (b)] (b) Without Boat @ 8 Bags per Metre |
| 57 | 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 25-26][Item 10.16] |
| 58 | Providing and Fixing PMGSY Logo Board at finishing point of RoadProviding and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 59 | Providing and Fixing Title information Board of PMGSY Project (RCC)Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.Providing & Fixing Up-gradation Board. [SOR 25-26][As per Analysis] |
| 60 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)\\"A\\"Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 61 | Providing and fixing of typical PMGSY Maintenance information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering. [SOR 25-26][As per Analysis] |
| 62 | 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.Ordinary Kilometer stone (precast) [SOR 25-26][Item No. 10.10(ii)] |
| 63 | 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 1703.200m Stone (precast) [SOR 25-26][Item No. 10.10(iii)] |
| 64 | Traffic SignsProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701600mm equilateral triangle [SOR 25-26][Item No. 10.2 / A / II (ii)] |
| 65 | Traffic SignsProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701600mm circular [SOR 25-26][Item No. 10.2 / A / II (iii)] |
| 66 | Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 [SOR 25-26] [Item No. 8.9] |
| 67 | Rumble StripsProvision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.The rate per sqm of premix carpet and road marking may be adopted from Chapters 5&10 respectively for the quantities calculated from approved drawings. [SOR 25-26][Item No. 10.18] |
| 68 | Cross Drainage WorksExcavation for StructuresEarthwork 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. [SOR 25-26][Item No. 9.1 & 11.1 / I (i)] |
| 69 | Plain/reinforced concrete in foundations Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With natural Gravel, P.C.C Grade M 10, Nominal mix 1:3:6. [SOR 25-26][Item No. 9.7 / 11.4 / II / A / (i)] |
| 70 | Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105. [SOR 25-26][Item No. 9.2 (B) (i)] |
| 71 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding. [SOR 25-26][Item No. 9.3 (ii)] (ii) 1000 mm dia |
| 72 | 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 / D] (II) D. With natural Gravel R.C.C Grade M20 |
| 73 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. [SOR 25-26][Item No. 12.5 / II / C (i)] C. With Natural Gravel (i) RCC Grade M 20, For height upto 5 m |
| 74 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9. [SOR 25-26][Item No. 11.2 (I)] (I) Sand filling |
| 75 | Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203. [SOR 25-26][Item No. 11.4 / II / C / i] C. With natural Gravel PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 76 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, & 1203. [SOR 25-26][Item No. 11.4 / D] (IV) R.C.C.grade M 20 |
| 77 | 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)] B. With Crushed Stone PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 78 | 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. 12.9] |
| 79 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. [SOR 25-26][Item No. 13.1 / I / A / a) / i] A. With crushed stone (a) For nominal mix 1:2:4 (i) Height upto 5 M |
| 80 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11. [SOR 25-26][Item No. 12.13 / I] I. With Crushed stone |
| 81 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. [SOR 25-26][Item No. 11.8] |
| 82 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. [SOR 25-26][Item No. 12.7] |
| 83 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. [SOR 25-26][Item No. 13.3] |
| 84 | Providing bituminous wearing coat Providing, laying and rolling of close-graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means, Type B, Bitumen (VG-30). [SOR 25-26][Item No. 13.21] |
| 85 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling sand trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material sand stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. [SOR 25-26] [Item No. 2.2(i-a)] i. By Manual Means (a) In area of non thorny jungle |
| 86 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 (i)] (i) Private Land |
| 87 | Construction of Subgrade and Earthen ShouldersConstruction 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. [SOR 25-26][item No. 3.14 (i)] (i) Private Land |
| 88 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction 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 (A) (ii)] (A) (iii) For Grading III Material |
| 89 | 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 (PugMill), 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 100 kN 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 |
| 90 | Prime Coat :Low porosityProviding and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning 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 (i)] (i) Low porosity |
| 91 | Tack CoatProviding and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 [SOR 25-26][Item No. 5.2 (ii)] |
| 92 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [SOR 25-26][Item No. 5.11 II B (ii)] By Mechanical Means, Type B, Bitumen (S-65) |
| 93 | 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 25-26][Item 10.16] |
| 94 | Providing and Fixing PMGSY Logo Board at finishing point of RoadProviding and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 95 | Providing and Fixing Title information Board of PMGSY Project (RCC)Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.Providing & Fixing Up-gradation Board. [SOR 25-26][As per Analysis] |
| 96 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)\\"A\\"Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 97 | Providing and fixing of typical PMGSY Maintenance information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering. [SOR 25-26][As per Analysis] |
| 98 | 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.Ordinary Kilometer stone (precast) [SOR 25-26][Item No. 10.10(ii)] |
| 99 | 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 1703.200m Stone (precast) [SOR 25-26][Item No. 10.10(iii)] |
| 100 | Traffic SignsProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701600mm equilateral triangle [SOR 25-26][Item No. 10.2 / A / II (ii)] |
| 101 | Traffic SignsProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701600mm circular [SOR 25-26][Item No. 10.2 / A / II (iii)] |
| 102 | Rumble StripsProvision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.The rate per sqm of premix carpet and road marking may be adopted from Chapters 5&10 respectively for the quantities calculated from approved drawings. [SOR 25-26][Item No. 10.18] |
| 103 | Cross Drainage WorksExcavation for StructuresEarthwork 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. [SOR 25-26][Item No. 9.1 & 11.1 / I (i)] |
| 104 | Plain/reinforced concrete in foundations Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With natural Gravel, P.C.C Grade M 10, Nominal mix 1:3:6. [SOR 25-26][Item No. 9.7 / 11.4 / II / A / (i)] |
| 105 | Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105. [SOR 25-26][Item No. 9.2 (B) (i)] |
| 106 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding. [SOR 25-26][Item No. 9.3 (ii)] (ii) 1000 mm dia |
| 107 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. [SOR 25-26][Item No. 12.5 / II / C (i)] C. With Natural Gravel (i) RCC Grade M 20, For height upto 5 m |
| 108 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9. [SOR 25-26][Item No. 11.2 (I)] (I) Sand filling |
| 109 | Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203. [SOR 25-26][Item No. 11.4 / II / C / i] C. With natural Gravel PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 110 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, & 1203. [SOR 25-26][Item No. 11.4 / D] (IV) R.C.C.grade M 20 |
| 111 | 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)] B. With Crushed Stone PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 112 | 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. 12.9] |
| 113 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. [SOR 25-26][Item No. 13.1 / I / A / a) / i] A. With crushed stone (a) For nominal mix 1:2:4 (i) Height upto 5 M |
| 114 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11. [SOR 25-26][Item No. 12.13 / I] I. With Crushed stone |
| 115 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. [SOR 25-26][Item No. 11.8] |
| 116 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. [SOR 25-26][Item No. 12.7] |
| 117 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. [SOR 25-26][Item No. 13.3] |
| 118 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3. [SOR 25-26][Item No. 13.6] |
| 119 | Providing bituminous wearing coat Providing, laying and rolling of close-graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means, Type B, Bitumen (VG-30). [SOR 25-26][Item No. 13.21] |
| 120 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling sand trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material sand stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. [SOR 25-26] [Item No. 2.2(i-a)] i. By Manual Means (a) In area of non thorny jungle |
| 121 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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. [SOR 25-26] [Item No. 3.3] |
| 122 | Earthwork in Hill RoadExcavation in Hilly Areas in Soil by mechanical means. Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 [SOR 25-26] [item No. 8.3 / II / A] |
| 123 | Construction of Subgrade and Earthen ShouldersConstruction 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. [SOR 25-26][item No. 3.14 (i)] (i) Private Land |
| 124 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction 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 (A) (ii)] (A) (iii) For Grading III Material |
| 125 | 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 (PugMill), 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 100 kN 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 |
| 126 | Prime Coat :Low porosityProviding and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning 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 (i)] (i) Low porosity |
| 127 | Tack CoatProviding and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 [SOR 25-26][Item No. 5.2 (ii)] |
| 128 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [SOR 25-26][Item No. 5.11 II B (ii)] By Mechanical Means, Type B, Bitumen (S-65) |
| 129 | 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 25-26][Item 10.16] |
| 130 | Providing and Fixing PMGSY Logo Board at finishing point of RoadProviding and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 131 | Providing and Fixing Title information Board of PMGSY Project (RCC)Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.Providing & Fixing Up-gradation Board. [SOR 25-26][As per Analysis] |
| 132 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)\\"A\\"Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 133 | Providing and fixing of typical PMGSY Maintenance information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering. [SOR 25-26][As per Analysis] |
| 134 | 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. Ordinary Kilometer stone (precast) [SOR 25-26][Item No. 10.10(ii)] |
| 135 | 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. 200m Stone (precast) [SOR 25-26][Item No. 10.10(iii)] |
| 136 | Traffic SignsProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 600mm equilateral triangle [SOR 25-26][Item No. 10.2 / A / II (ii)] |
| 137 | Traffic SignsProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 600mm circular [SOR 25-26][Item No. 10.2 / A / II (iii)] |
| 138 | Rumble StripsProvision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.The rate per sqm of premix carpet and road marking may be adopted from Chapters 5&10 respectively for the quantities calculated from approved drawings. [SOR 25-26][Item No. 10.18] |
| 139 | Cross Drainage WorksExcavation for StructuresEarthwork 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. [SOR 25-26][Item No. 9.1 & 11.1 / I (i)] |
| 140 | Plain/reinforced concrete in foundations Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With natural Gravel, P.C.C Grade M 10, Nominal mix 1:3:6. [SOR 25-26][Item No. 9.7 / 11.4 / II / A / (i)] |
| 141 | Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105. [SOR 25-26][Item No. 9.2 (B) (i)] |
| 142 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding. [SOR 25-26][Item No. 9.3 (ii)] (ii) 1000 mm dia |
| 143 | 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 / D] D. With natural Gravel R.C.C Grade M20 |
| 144 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. [SOR 25-26][Item No. 12.5 / II / C (i)] C. With Natural Gravel (i) RCC Grade M 20, For height upto 5 m |
| 145 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9. [SOR 25-26][Item No. 11.2 (I)] (I) Sand filling |
| 146 | Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203. [SOR 25-26][Item No. 11.4 / II / C / i] C. With natural Gravel PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 147 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, & 1203. [SOR 25-26][Item No. 11.4 / D] (IV) R.C.C.grade M 20 |
| 148 | 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)] B. With Crushed Stone PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 149 | 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. 12.9] |
| 150 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. [SOR 25-26][Item No. 13.1 / I / A / a) / i] A. With crushed stone (a) For nominal mix 1:2:4 (i) Height upto 5 M |
| 151 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11. [SOR 25-26][Item No. 12.13 / I] I. With Crushed stone |
| 152 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. [SOR 25-26][Item No. 11.8] |
| 153 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. [SOR 25-26][Item No. 12.7] |
| 154 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. [SOR 25-26][Item No. 13.3] |
| 155 | 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. [SOR 25-26][Item No. 12.11] |
| 156 | Providing bituminous wearing coat Providing, laying and rolling of close-graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means, Type B, Bitumen (VG-30). [SOR 25-26][Item No. 13.21] |
| 157 | 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 |
| 158 | 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] |
| 159 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.03mx0.70m)made of Geo-textile non woven fabric sheets of 400 GSM manufactured from polyster / polypropylene conforming to relevant ISO standard filled with specified sand / silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geobags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polystercomplete as per technical specifications and as directed. [SOR 25-26][Item No. 16.51 (b)] (b) Without Boat @ 8 Bags per Metre |
| 160 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling sand trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material sand stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. [SOR 25-26] [Item No. 2.2(i-a)] i. By Manual Means (a) In area of non thorny jungle |
| 161 | Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceab le material with all lift and lead of 1000 m as per Technical Specification Clause 202. [SOR 25-26] [Item No. 2.6 (d)] (d) Dry Brick Pitching or Brick Soling |
| 162 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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. [SOR 25-26] [Item No. 3.3] |
| 163 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 (i)] (i) Private Land |
| 164 | Earthwork in Hill RoadExcavation in Hilly Areas in Soil by mechanical means. Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 [SOR 25-26] [item No. 8.3 / II / A] |
| 165 | Construction of SubgradeConstruction 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. [SOR 25-26][item No. 3.14 (i)] (i) Private Land |
| 166 | Construction of Earthen ShouldersConstruction 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. [SOR 25-26][item No. 3.14 (i)] (i) Private Land |
| 167 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction 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 (A) (ii)] (A) (iii) For Grading III Material |
| 168 | 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 (PugMill), 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 100 kN 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 |
| 169 | Prime Coat :Low porosityProviding and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning 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 (i)] (i) Low porosity |
| 170 | Tack CoatProviding and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 [SOR 25-26][Item No. 5.2 (ii)] |
| 171 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [SOR 25-26][Item No. 5.11 II B (ii)] By Mechanical Means, Type B, Bitumen (S-65) |
| 172 | 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 25-26][Item 10.16] |
| 173 | Providing and Fixing PMGSY Logo Board at finishing point of RoadProviding and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 174 | Providing and Fixing Title information Board of PMGSY Project (RCC)Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.Providing & Fixing Up-gradation Board. [SOR 25-26][As per Analysis] |
| 175 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)\\"A\\"Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 176 | Providing and fixing of typical PMGSY Maintenance information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering. [SOR 25-26][As per Analysis] |
| 177 | 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.Ordinary Kilometer stone (precast) [SOR 25-26][Item No. 10.10(ii)] |
| 178 | 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 1703.200m Stone (precast) [SOR 25-26][Item No. 10.10(iii)] |
| 179 | Traffic SignsProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 600mm equilateral triangle [SOR 25-26][Item No. 10.2 / A / II (ii)] |
| 180 | Traffic SignsProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 600mm circular [SOR 25-26][Item No. 10.2 / A / II (iii)] |
| 181 | Rumble StripsProvision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.The rate per sqm of premix carpet and road marking may be adopted from Chapters 5&10 respectively for the quantities calculated from approved drawings. [SOR 25-26][Item No. 10.18] |
| 182 | Cross Drainage WorksExcavation for StructuresEarthwork 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. [SOR 25-26][Item No. 9.1 & 11.1 / I (i)] |
| 183 | Plain/reinforced concrete in foundations Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With natural Gravel, P.C.C Grade M 10, Nominal mix 1:3:6. [SOR 25-26][Item No. 9.7 / 11.4 / II / A / (i)] |
| 184 | Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105. [SOR 25-26][Item No. 9.2 (B) (i)] |
| 185 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding. [SOR 25-26][Item No. 9.3 (ii)] (ii) 1000 mm dia |
| 186 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. [SOR 25-26][Item No. 12.5 / II / C (i)] C. With Natural Gravel (i) RCC Grade M 20, For height upto 5 m |
| 187 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9. [SOR 25-26][Item No. 11.2 (I)] (I) Sand filling |
| 188 | Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203. [SOR 25-26][Item No. 11.4 / II / C / i] C. With natural Gravel PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 189 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, & 1203. [SOR 25-26][Item No. 11.4 / D] (IV) R.C.C.grade M 20 |
| 190 | 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 / I / C (i)] I. With Crushed Stone C. RCC Grade M 20 (i) For height upto 5 m |
| 191 | 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)] B. With Crushed Stone PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 192 | 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. 12.9] |
| 193 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. [SOR 25-26][Item No. 13.1 / I / A / a) / i] A. With crushed stone (a) For nominal mix 1:2:4 (i) Height upto 5 M |
| 194 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11. [SOR 25-26][Item No. 12.13 / I] I. With Crushed stone |
| 195 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. [SOR 25-26][Item No. 11.8] |
| 196 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. [SOR 25-26][Item No. 12.7] |
| 197 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. [SOR 25-26][Item No. 13.3] |
| 198 | Providing and laying parapeet with PCC M15 as per drawing and technical specifications Clauses 800, and 1208.4. [SOR 25-26][Item No. 13.20/ A / ii] |
| 199 | Providing bituminous wearing coat Providing, laying and rolling of close-graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means, Type B, Bitumen (VG-30). [SOR 25-26][Item No. 13.21] |
| 200 | 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 Please Enable Macros to View BoQ information |
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