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| Sl. No. | Item Description |
| 1 | (i) Site Clearance Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 2 | Heavy dressing of existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road cenre line to the outer shoulder edge with allowance, made required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 3 | EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 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.i)Private Land |
| 5 | SUB BASE AND BASE COURSEConstruction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402Add 5% for Extra Widening |
| 6 | TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCESDirection and place identification sign upto 0.9sqm size board ::Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25×4mm supported on a mild steel angle iron post 75mm x 75mm x Emm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. |
| 7 | 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 x5mm. 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 |
| 8 | CD Work: 1.00m x 1.00m, 1 Cell:2 Nos.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.I. Ordinary soil(i) Upto 3 m depth |
| 9 | Filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 10 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 11 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 13 | 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 |
| 14 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With Crushed Stone |
| 15 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Sandy Materials |
| 16 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304IlI.Cement concrete grade M10 |
| 17 | Construction of flexible apron lm thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 18 | CD Work: 2 Cell, Size: 3.00m x 3.00m, 2 NosEarthwork 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.I. Sandy soil |
| 19 | Filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 20 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 21 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 22 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 23 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5B.With Natural GravelIV. RCC GRADE M25a) Height upto 5m |
| 24 | Construction of R.C.C. railing of M25 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 |
| 25 | Supplying, fitting and placing TMT reinforcement(Fe 415) in sub structure complete as per drawing and technical specifications Clauses 1002, 1005, 1010 & 1202 |
| 26 | Supplying, fitting and placing TMT reinforcement in super structure complete as per drawings and tecnhical specifications Clauses 1002, 1010 & 1202 |
| 27 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With crushed stone |
| 28 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specifications |
| 29 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Granular Materials |
| 30 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304III.Cement concrete grade M10 |
| 31 | Drainage spouts complete as per drawing and technical specification Clauses 1209 |
| 32 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 33 | Providing pressure relief pipes 100mm dia in bottom slab of box cell on a filter media base of 500mm x 500mm as per drawing and technical specification Cl. 1205.5.7 |
| 34 | R.C.C. Box Cell Culvert Size- 4.00m x 4.00m, 1 Cell 2 Nos.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.I. Ordinary soil(i) Upto 3 m depth |
| 35 | Sand filling in foundation trenches as per drawing and Technical Specification clause 305.3.9 |
| 36 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 37 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 38 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 39 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5B.With Natural GravelIV. RCC GRADE M25a) Height upto 5m |
| 40 | 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 |
| 41 | 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 |
| 42 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3B. With Natural Gravel |
| 43 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specifications |
| 44 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Granular Materials |
| 45 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304III.Cement concrete grade M15 |
| 46 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 47 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear roadway 3m with jungle wood post 20 cm to 25 cm dia 5 nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m.Post to be driven at least 180 cm.or more below ground level including providing 20 cm to 25 cm center to center and placed over 20 cm dia, jungle wood dham, 15 cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross grot hall closely packed and tied 75 cm wide trackway made from 38 mm thick 1st class local plank fixed on 75 mm x 100mm first class local wood battens 120 cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210 cm apartand white washed including all necessary nuts and bolts, coir ropes, struts, nails etc.complete with a layer of brush wood to exposed portion out-side trackway with earth topping complete as per direction of the department. |
| 48 | (ii) (a) Site ClearanceClearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 49 | Heavy dressing of existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road cenre line to the outer shoulder edge with allowance, made required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 50 | (b) EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 51 | 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.i)Private Land |
| 52 | (C) Granular Sub-Bases, Bases (Non-Bituminous) and ShoudersConstruction of granular surface course 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 53 | Construction of Shoulders as per Technical Specification Clause 407.(B) Hard Shoulders |
| 54 | (d) Road furniture & other road apparatus(Il) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) (ii) 600mm equilateral triagle |
| 55 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 600mm circular |
| 56 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 800mm x 600mm rectangular |
| 57 | Direction and Place Identification signs with size more than 0,9 sqm size board (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia Gl Pipe 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 approved drawing and Technical Specification Clause 1701 |
| 58 | 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 x5mm. 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 |
| 59 | (iii) Site Clearance Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 60 | Heavy dressing of existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road cenre line to the outer shoulder edge with allowance, made required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 61 | EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 62 | 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.i)Private Land |
| 63 | SUB BASE AND BASE COURSEConstruction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402Add 5% for Extra Widening |
| 64 | Construction of Shoulders as per Technical Specification Clause 407 |
| 65 | TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCESDirection and place identification sign upto 0.9sqm size board ::Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25×4mm supported on a mild steel angle iron post 75mm x 75mm x Emm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. |
| 66 | 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 x5mm. 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 |
| 67 | CD Work: R.C.C. Box Culvert Size-1.00 m x 1.00 m, 1 Cell = 1 No.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.I. Ordinary soil(i) Upto 3 m depth |
| 68 | Filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 69 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 70 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 71 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 72 | 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 |
| 73 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With Crushed Stone |
| 74 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Sandy Materials |
| 75 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304IlI.Cement concrete grade M10 |
| 76 | Construction of flexible apron lm thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 77 | CD Work: R.C.C. Box Culvert Size-2.00 m x 2.00 m, 1 Cell = 1 No.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.I. Sandy soil |
| 78 | Sand filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 79 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 80 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 81 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 82 | Plain/reinforced cement concrete in super-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B.With Natural GravelIV. RCC GRADE M25a) Height upto 5m |
| 83 | 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 |
| 84 | 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 |
| 85 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With crushed stone |
| 86 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specifications |
| 87 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Granular Materials |
| 88 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304III.Cement concrete grade M10 |
| 89 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 90 | Cd Work: R.C.C. Box Culvert Size-2.00 m x 2.00 m, 2 cell = 1 No.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.I. Ordinary soil(i) Upto 3 m depth |
| 91 | Filling in foundation trenches as per drawing and Technical Specification clause 305.3.9 |
| 92 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 93 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 94 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 95 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5B.With Natural GravelIV. RCC GRADE M25a) Height upto 5m |
| 96 | Construction of RCC railing of M25 grade, in -situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical posts not to exceed 2000mm as per drawing and technical speficifications Clause 800, 900 and 1208.3 |
| 97 | Supplying, fitting and placing HYSD bar reinforcement(Fe 415) in sub structure complete as per drawing and technical specifications Clauses 1002, 1005, 1010 & 1202. |
| 98 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 99 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3B. With Natural Gravel |
| 100 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specification Clauses 614,709,1204.3.7 |
| 101 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Granular Materials |
| 102 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304III. Cement concrete grade M10 |
| 103 | Drainage spouts complete as per drawing and technical specification Clauses 1209 |
| 104 | Construction of flexible apron Im thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 105 | Providing pressure relief pipes 100mm dia in bottom slab of box cell on a filter media base of 500mm x 500mm as per drawing and technical specification Cl. 1205.5.7 |
| 106 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear roadway 3m with jungle wood post 20 cm to 25 cm dia 5 nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m.Post to be driven at least 180 cm.or more below ground level including providing 20 cm to 25 cm center to center and placed over 20 cm dia, jungle wood dham, 15 cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross grot hall closely packed and tied 75 cm wide trackway made from 38 mm thick 1st class local plank fixed on 75 mm x 100mm first class local wood battens 120 cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210 cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc.complete with a layer of brush wood to exposed portion out-side trackway with earth topping complete as per direction of the department. |
| 107 | (iv) Site Clearance Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 108 | Heavy dressing of existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road cenre line to the outer shoulder edge with allowance, made required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 109 | EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 110 | 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.i)Private Land |
| 111 | SUB BASE AND BASE COURSEConstruction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402Add 5% for Extra Widening |
| 112 | Construction of Shoulders as per Technical Specification Clause 407 |
| 113 | TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCESDirection and place identification sign upto 0.9sqm size board ::Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25×4mm supported on a mild steel angle iron post 75mm x 75mm x Emm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. |
| 114 | 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 x5mm. 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 |
| 115 | CD Work: R.C.C. Box Culvert size-2.00 m x 2.00 m, 1 Cell = 3 Nos.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.I. Ordinary soil(i) Upto 3 m depth |
| 116 | Sand filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 117 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 118 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 119 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 120 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 121 | 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 |
| 122 | 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 |
| 123 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With Crushed Stone |
| 124 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specification Clauses 614,709,1204.3.7 |
| 125 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8B. Gsandy Materials |
| 126 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304IlI.Cement concrete grade M10 |
| 127 | Construction of flexible apron lm thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 128 | (v) (a) Site ClearanceClearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 129 | Heavy dressing of existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road cenre line to the outer shoulder edge with allowance, made required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 130 | (b) EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 131 | 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.i)Private Land |
| 132 | (C) Granular Sub-Bases, Bases (Non-Bituminous) and ShoudersConstruction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402Add 5% for Extra widening |
| 133 | Construction of Shoulders as per Technical Specification Clause 407. |
| 134 | (d) Road furniture & other road apparatusDirection and place identification sign upto 0.9sqm size board::Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25×4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. |
| 135 | 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 x5mm. 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 |
| 136 | CD Work: R.C.C. Box Culvert Size-1.00 m x 1.00 m, 1 cell (6.00 m width)= 1 No.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.I. Ordinary soil(i) Upto 3 m depth |
| 137 | Filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 138 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 139 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 140 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 141 | 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 |
| 142 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With Crushed Stone |
| 143 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Sandy Materials |
| 144 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304IlI.Cement concrete grade M10 |
| 145 | Construction of flexible apron lm thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 146 | CD Work: R.C.C. Box Culvert Size-1.00 m x 1.00 m, 1 cell (8.40 M Width) = 1 No.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.I.Ordinary Soil(i) Upto 3 m depth |
| 147 | Filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 148 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 149 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 150 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 151 | 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 |
| 152 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With crushed stone |
| 153 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Granular Materials |
| 154 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304III.Cement concrete grade M10 |
| 155 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 156 | CD Work: R.C.C. Box Culvert Size-3.00 m x 3.00 m, 1 cell (6.00 M width)= 1 No.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.I. Ordinary soil(i) Upto 3 m depth |
| 157 | Sand filling in foundation trenches as per drawing and Technical Specification clause 305.3.9 |
| 158 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 159 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 160 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 161 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5B.With Natural GravelIV. RCC GRADE M25a) Height upto 5m |
| 162 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1005, 1010 and 1202 |
| 163 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 164 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3B. With Natural Gravel |
| 165 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specification Clauses 614,709,1204.3.7 |
| 166 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Granular Materials |
| 167 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304III. Cement concrete grade M15 |
| 168 | Construction of flexible apron Im thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 169 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear roadway 3m with jungle wood post 20 cm to 25 cm dia 5 nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m.Post to be driven at least 180 cm.or more below ground level including providing 20 cm to 25 cm center to center and placed over 20 cm dia, jungle wood dham, 15 cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross grot hall closely packed and tied 75 cm wide trackway made from 38 mm thick 1st class local plank fixed on 75 mm x 100mm first class local wood battens 120 cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210 cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc.complete with a layer of brush wood to exposed portion out-side trackway with earth topping complete as per direction of the department. |
| 170 | (vi) (a) Site ClearanceClearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 171 | Heavy dressing of existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road cenre line to the outer shoulder edge with allowance, made required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 172 | (b) EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 173 | 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.i)Private Land |
| 174 | (C) Granular Sub-Bases, Bases (Non-Bituminous) and ShoudersConstruction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 175 | Construction of Shoulders as per Technical Specification Clause 407.(B) Hard Shoulders |
| 176 | (d) Road furniture & other road apparatus(II) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) (ii) 600mm equilateral triagle |
| 177 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 600mm circular |
| 178 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 800mm x 600mm rectangular |
| 179 | Direction and Place Identification signs with size more than 0,9 sqm size board (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia Gl Pipe 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 approved drawing and Technical Specification Clause 1701 |
| 180 | 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 x5mm. 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 |
| 181 | (vii) Site Clearance Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 182 | Heavy dressing of existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road cenre line to the outer shoulder edge with allowance, made required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 183 | EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 184 | 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.i)Private Land |
| 185 | SUB BASE AND BASE COURSEConstruction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 186 | Construction of Shoulders as per Technical Specification Clause 407(B) Hard Shoulders |
| 187 | TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES(II) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triagle |
| 188 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 600mm circular |
| 189 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 800mm x 600mm rectangular |
| 190 | Direction and Place Identification signs with size more than 0,9 sqm size board (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia Gl Pipe 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 approved drawing and Technical Specification Clause 1701 |
| 191 | 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 x5mm. 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 |
| 192 | CD Work: R.C.C. Box Culvert size-2.00 m x 2.00 m, 1 cell = 1 No.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.I. Ordinary soil(i) Upto 3 m depth |
| 193 | Sand Filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 194 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 195 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 196 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 197 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 198 | 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 |
| 199 | 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 |
| 200 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With Crushed Stone |
| 201 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specifications |
| 202 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Sandy Materials |
| 203 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304IlI.Cement concrete grade M10 |
| 204 | Construction of flexible apron lm thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 205 | CD Work: R.C.C. Box Culvert Size-3.00 m x 3.00 m, 2 cell = 1 No.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.I. Ordinary soil(i) Upto 3.00 m depth |
| 206 | Sand filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 207 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 208 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 209 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 210 | Providing and laying reinforced cement concrete in super-structure as per drawing and technical specifications Clauses 800,1205.4 and 1205.5B.With Natural GravelIV. RCC GRADE M25a) Height upto 5m |
| 211 | 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 |
| 212 | 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 |
| 213 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With crushed stone |
| 214 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specifications |
| 215 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Granular Materials |
| 216 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304III.Cement concrete grade M10 |
| 217 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 218 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear roadway 3m with jungle wood post 20 cm to 25 cm dia 5 nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m.Post to be driven at least 180 cm.or more below ground level including providing 20 cm to 25 cm center to center and placed over 20 cm dia, jungle wood dham, 15 cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross grot hall closely packed and tied 75 cm wide trackway made from 38 mm thick 1st class local plank fixed on 75 mm x 100mm first class local wood battens 120 cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210 cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc.complete with a layer of brush wood to exposed portion out-side trackway with earth topping complete as per direction of the department. |
| 219 | (viii) Site Clearance Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 220 | Heavy dressing of existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road cenre line to the outer shoulder edge with allowance, made required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 221 | EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 222 | 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.i)Private Land |
| 223 | SUB BASE AND BASE COURSEConstruction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 224 | Construction of Shoulders as per Technical Specification Clause 407(B) Hard Shoulders |
| 225 | TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES(II) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triagle |
| 226 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 600mm circular |
| 227 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 800mm x 600mm rectangular |
| 228 | Direction and Place Identification signs with size more than 0,9 sqm size board (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia Gl Pipe 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 approved drawing and Technical Specification Clause 1701 |
| 229 | 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 x5mm. 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 |
| 230 | (ix) (a) Site ClearanceClearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 231 | Heavy dressing of existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road cenre line to the outer shoulder edge with allowance, made required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 232 | (b) EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 233 | 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.i)Private Land |
| 234 | (C) Granular Sub-Bases, Bases (Non-Bituminous) and ShoudersConstruction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 235 | Construction of Shoulders as per Technical Specification Clause 407.(B) Hard Shoulders |
| 236 | (d) Road furniture & other road apparatus(II) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) (ii) 600mm equilateral triagle |
| 237 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 600mm circular |
| 238 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 800mm x 600mm rectangular |
| 239 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (vii) 900 mm side octagon |
| 240 | Direction and Place Identification signs with size more than 0,9 sqm size board (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia Gl Pipe 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 approved drawing and Technical Specification Clause 1701 |
| 241 | 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 x5mm. 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 |
| 242 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. (b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c |
| 243 | (x) (a) Site ClearanceClearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 244 | Heavy dressing of existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road cenre line to the outer shoulder edge with allowance, made required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 245 | (b) EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 246 | 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.i)Private Land |
| 247 | (C) Granular Sub-Bases, Bases (Non-Bituminous) and ShoudersConstruction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 248 | Construction of Shoulders as per Technical Specification Clause 407.(B) Hard Shoulders |
| 249 | (d) Road furniture & other road apparatus(II) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triagle |
| 250 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 600mm circular |
| 251 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 800mm x 600mm rectangular |
| 252 | Direction and Place Identification signs with size more than 0,9 sqm size board (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia Gl Pipe 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 approved drawing and Technical Specification Clause 1701 |
| 253 | 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 x5mm. 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 |
| 254 | CD Work: R.C.C. Box Culvert Size-1.00 m x 1.00 m, 1 cell = 1 No.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.I. Ordinary soil(i) Upto 3 m depth |
| 255 | Filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 256 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 257 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 258 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 259 | 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 |
| 260 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With Crushed Stone |
| 261 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Sandy Materials |
| 262 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304IlI.Cement concrete grade M10 |
| 263 | Construction of flexible apron lm thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 264 | CD Work: R.C.C. Box Culvert Size-2.00 m x 2.00 m, 1 cell = 1 No.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.I. Ordinary Soil(i) Upto 3 m depth |
| 265 | Sand filling in foundation trenches as per drawings and technical specification Clause 305.3.9I. Sand filling |
| 266 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 267 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 268 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 269 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 270 | 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 |
| 271 | 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 |
| 272 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With crushed stone |
| 273 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specification Clauses 614,709,1204.3.7 |
| 274 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Granular Materials |
| 275 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304III.Cement concrete grade M10 |
| 276 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 277 | CD Work: R.C.C. Box Culvert Size-2.00 m x 2.00 m, 2 cell = 1 No.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.I. Ordinary soil(i) Upto 3 m depth |
| 278 | Filling in foundation trenches as per drawing and Technical Specification clause 305.3.9 |
| 279 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravel:I. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 280 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.B. With Natural gravelII. PCC grade M20(i) Nominal mix (1:2:4) |
| 281 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204B. With Natural gravelIV. RCC GRADE M25(i) Height up to 5m |
| 282 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5B.With Natural GravelIV. RCC GRADE M25a) Height upto 5m |
| 283 | Construction of RCC railing of M25 grade, in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not excedd 1 in 500, center to center spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clause 800, 900 and 1208.3 |
| 284 | Supplying, fitting and placing HYSD bar reinforcement(Fe 415) in sub structure complete as per drawing and technical specifications Clauses 1002, 1005, 1010 & 1202. |
| 285 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 286 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3B. With Natural Gravel |
| 287 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specification Clauses 614,709,1204.3.7 |
| 288 | Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8A. Granular Materials |
| 289 | Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304III. Cement concrete grade M15 |
| 290 | Drainage spouts complete as per drawing and technical specification Clauses 1209 |
| 291 | Construction of flexible apron Im thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall |
| 292 | Providing pressure relief pipes 100mm dia in bottom slab of box cell on a filter media base of 500mm x 500mm as per drawing and technical specification Cl. 1205.5.7 |
| 293 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear roadway 3m with jungle wood post 20 cm to 25 cm dia 5 nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m.Post to be driven at least 180 cm.or more below ground level including providing 20 cm to 25 cm center to center and placed over 20 cm dia, jungle wood dham, 15 cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross grot hall closely packed and tied 75 cm wide trackway made from 38 mm thick 1st class local plank fixed on 75 mm x 100mm first class local wood battens 120 cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210 cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc.complete with a layer of brush wood to exposed portion out-side trackway with earth topping complete as per direction of the department. Please Enable Macros to View BoQ information |
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