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| 1 | MRL04-Road from Tamar Gaon Tribal High School to Khajua Mili E N DPackage No. AS15662 |
| 2 | MRL36-Road from Khajua Mili to Sonipur via Kherkata Mili ParghatPackage No. AS15672 |
| 3 | 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]By Manual Means (a) In area of non thorny jungle |
| 4 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. [SOR 25-26] [item No.3.14] (i) Private Land |
| 5 | Construction of embankment with approved material obtained from borrow pitswith 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) Private Land |
| 6 | Granular Sub-base with Well Graded Material (Table 400.1)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] (A) By Mix in Place Method,(i) For Grading I Material |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.[SOR 25-26] [item No.4.7] (II) WBM Grading 2,Using stone screening Type-B 11.2 mm for Gr.II,(B) By Mechanical Means |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405..[SOR 25-26] [item No.4.7] (III) WBM Grading 3,Using stone screening Type-B 11.2 mm for Gr.III,(B) By Mechanical Means |
| 9 | Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface 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 Specification Clause 502 .[SOR 25-26] [item No.5.1](i) Low porosity |
| 10 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503..[SOR 25-26] [item No.5.2(III)] |
| 11 | 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 |
| 12 | Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper 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) |
| 13 | Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper 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) |
| 14 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx450mmx600mm, 600mm below ground level as per drawing sand Technical Specification Clause 801 .[SOR 25-26] [item No.10.2] (A) Retro-reflectorised Traffic Signs (i) 900mm equilateral triangle |
| 15 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on amild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing sandTechnical Specification Clause 801 .[SOR 25-26] [item No.10.2] (A) Retro-reflectorised Traffic Signs (ii) 600mm equilateral triangle |
| 16 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on amild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing sandTechnical Specification Clause 801 .[SOR 25-26] [item No.10.2] (A) Retro-reflectorised Traffic Signs (iii) 600mm circular |
| 17 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx450mmx600mm, 600mm below ground level as per drawing sand Technical Specification Clause 801 .[SOR 25-26] [item No.10.2] (A) Retro-reflectorised Traffic Signs (iv) 800mm x 600mm rectangular |
| 18 | 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 |
| 19 | Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick duly welded with 5mm thick steel plate on back on edgtheisc.k TMheS 4s hneoest. 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 |
| 20 | Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick duly welded with 5mm thick steel plate on back on edgtheisc.k TMheS 4s hneoest. 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 |
| 21 | Title Informatory Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded 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[SOR 25-26] [item No.10.16] |
| 22 | Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701[SOR 25-26] [item No.10.7] |
| 23 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing 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.[SOR 25-26] [item No.16.34] |
| 24 | BOX CULVERT - 1 x2M x2M 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 ,Upto 3 m depth |
| 25 | 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 stone. (B).P.C.C grade M 15. Nominal mix 1:2.5:5 |
| 26 | 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 stone.(C). P.C.C grade M 20. Nominal mix 1:2:4 |
| 27 | 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 stone. (D). R.C.C grade M 20. Nominal mix 1:2:4 |
| 28 | 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] (I). With crushed stone. (D). R.C.C grade M 25. For height upto 5 m |
| 29 | Supplying ,fitting and placing TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-550 N/sqmm (Fe-550D from Primary Producer (TATA/SAIL/EsserSteel/Jindalsteel/Shyamsteel/RINL) in substructrue complete as per drawings and technical specification Clauses 1000 and 1202. [SOR 25-26] [item No.11.7] |
| 30 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 [SOR 25-26] [item No.12.6] |
| 31 | 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] |
| 32 | 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] |
| 33 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 [SOR 25-26] [item No.14.8] |
| 34 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification [SOR 25-26] [item No.12.10] A. Granular material |
| 35 | BOX CULVERT - 1 x3M x3M 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 ,Upto 3 m depth |
| 36 | Fillling in foundation trenches as per drawing and technical specification Clause305.3.9[SOR 25-26] [item No.11.2]i Sand filling |
| 37 | 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 stone. (B).P.C.C grade M 15. Nominal mix 1:2.5:5 |
| 38 | 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 stone.(C). P.C.C grade M 20. Nominal mix 1:2:4 |
| 39 | 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 stone. (D). R.C.C grade M 20. Nominal mix 1:2:4 |
| 40 | 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] (I). With crushed stone. (D). R.C.C grade M 25. For height upto 5 m |
| 41 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification [SOR 25-26] [item No.12.10] A. Granular material |
| 42 | 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] |
| 43 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 [SOR 25-26] [item No.14.8] |
| 44 | Supplying ,fitting and placing TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-550 N/sqmm (Fe-550D from Primary Producer (TATA/SAIL/EsserSteel/Jindalsteel/Shyamsteel/RINL) in substructrue complete as per drawings and technical specification Clauses 1000 and 1202. [SOR 25-26] [item No.11.7] |
| 45 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 [SOR 25-26] [item No.12.6] |
| 46 | 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] |
| 47 | Providing pressure relief pipes 100mm dia in bottom slab of box cell on a filter media base of 500mmx500mm as per drawing and technical specification Cluse 1205.5.7 [SOR 25-26] [item No.12.14] |
| 48 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 and 1206.3 [SOR 25-26] [item No.13.5] (i) With crushed stone |
| 49 | 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]By Manual Means (a) In area of non thorny jungle |
| 50 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. [SOR 25-26] [item No.3.14] (i) Private Land |
| 51 | Construction of embankment with approved material obtained from borrow pitswith 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) Private Land |
| 52 | Granular Sub-base with Well Graded Material (Table 400.1)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] (A) By Mix in Place Method,(i) For Grading I Material |
| 53 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.[SOR 25-26] [item No.4.7] (II) WBM Grading 2,Using stone screening Type-B 11.2 mm for Gr.II,(B) By Mechanical Means |
| 54 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405..[SOR 25-26] [item No.4.7] (III) WBM Grading 3,Using stone screening Type-B 11.2 mm for Gr.III,(B) By Mechanical Means |
| 55 | Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface 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 Specification Clause 502 .[SOR 25-26] [item No.5.1](i) Low porosity |
| 56 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503..[SOR 25-26] [item No.5.2(III)] |
| 57 | 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 |
| 58 | Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper 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) |
| 59 | Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper 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) |
| 60 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx450mmx600mm, 600mm below ground level as per drawing sand Technical Specification Clause 801 .[SOR 25-26] [item No.10.2] (A) Retro-reflectorised Traffic Signs (i) 900mm equilateral triangle |
| 61 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on amild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing sandTechnical Specification Clause 801 .[SOR 25-26] [item No.10.2] (A) Retro-reflectorised Traffic Signs (ii) 600mm equilateral triangle |
| 62 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on amild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing sandTechnical Specification Clause 801 .[SOR 25-26] [item No.10.2] (A) Retro-reflectorised Traffic Signs (iii) 600mm circular |
| 63 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx450mmx600mm, 600mm below ground level as per drawing sand Technical Specification Clause 801 .[SOR 25-26] [item No.10.2] (A) Retro-reflectorised Traffic Signs (iv) 800mm x 600mm rectangular |
| 64 | 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 |
| 65 | Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick duly welded with 5mm thick steel plate on back on edgtheisc.k TMheS 4s hneoest. 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 |
| 66 | Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick duly welded with 5mm thick steel plate on back on edgtheisc.k TMheS 4s hneoest. 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 |
| 67 | Title Informatory Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded 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[SOR 25-26] [item No.10.16] |
| 68 | BOX CULVERT - 2 x3M x3M 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 ,Upto 3 m depth |
| 69 | 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 stone. (B).P.C.C grade M 15. Nominal mix 1:2.5:5 |
| 70 | 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 stone.(C). P.C.C grade M 20. Nominal mix 1:2:4 |
| 71 | 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 stone. (D). R.C.C grade M 20. Nominal mix 1:2:4 |
| 72 | 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] (I). With crushed stone. (D). R.C.C grade M 25. For height upto 5 m |
| 73 | Supplying ,fitting and placing TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-550 N/sqmm (Fe-550D from Primary Producer (TATA/SAIL/EsserSteel/Jindalsteel/Shyamsteel/RINL) in substructrue complete as per drawings and technical specification Clauses 1000 and 1202. [SOR 25-26] [item No.11.7] |
| 74 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 [SOR 25-26] [item No.12.6] |
| 75 | 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] |
| 76 | 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] |
| 77 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 [SOR 25-26] [item No.14.8] |
| 78 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification [SOR 25-26] [item No.12.10] A. Granular material |
| 79 | BOX CULVERT - 3 x3M x3M 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 ,Upto 3 m depth |
| 80 | Fillling in foundation trenches as per drawing and technical specification Clause305.3.9[SOR 25-26] [item No.11.2]i Sand filling |
| 81 | 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 stone. (B).P.C.C grade M 15. Nominal mix 1:2.5:5 |
| 82 | 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] (I). With crushed stone. (D). R.C.C grade M 25. For height upto 5 m |
| 83 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification [SOR 25-26] [item No.12.10] A. Granular material |
| 84 | 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] |
| 85 | Construction of flexible apron1m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall [SOR 25-26] [item No.14.10] |
| 86 | 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.17.47](a) TMT-IS1786(Fe-500D)PrimaryProducer (TATA/SAIL/EsserSteel/Jindal panther steel/ Shyam steel or equivalent |
| 87 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCCpost not to exceed1in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications. [SOR 25-26] [item No.17.65] |
| 88 | Providing pressure relief pipes 100mm dia in bottom slab of box cell on a filter media base of 500mmx500mm as per drawing and technical specification Cluse 1205.5.7 [SOR 25-26] [item No.12.14] Please Enable Macros to View BoQ information |
