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| 1 | (1) Construction of road by earth work with RCC box culvert from Kushtoli Irrigation Department house to Umesh Bordoloim land |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201. (A) In area of Non- thorny jungles |
| 3 | Construction 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 requirment of table 300.1 and 300.2 with a lead upto 1000m as per technical specification Clause 301.5 (i) Private land |
| 4 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with lead upto 1000m as per Technical Specification Clause 303.1. (i) From private land |
| 5 | Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, mix inplace method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material |
| 6 | Providing and fixing of retro-refectorised cautionary, mandatory and informatory signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the fround by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical Specification Clause 801600mm equilaterial tringle |
| 7 | Providing and erecting direction and place identification of semi reflective signboards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 8 | Const. of 3x3mm Single Cell Box Culvert |
| 9 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracinh , removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of side.Ordinary soil upto 3m depth |
| 10 | Providing concrete for plain/rainforce concrete in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203Niminal mix 1:3:6(Hand Mixing) |
| 11 | Providing concrete for plain/rainforce concrete in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203PCC Grade M20Niminal mix 1:2:4 |
| 12 | Providing concrete for plain/rainforce concrete in substructure complete as per drawing and technical specifications clause 802, 804, 805, 806, 1202 & 1204 PCC Grade M20Niminal mix 1:2:4 |
| 13 | Providing weepholes in brick masonry/stonemaony, plain/rainforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20(H) towards drawing face complete as per drawing. |
| 14 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clause 800, 1205.4 and 1205.5. RCC grade M20For designmix RCC M20 |
| 15 | Supplying, fitting and placing TMT bar reinsforcement in foundation complete as per drawings and technical specification clauses 1000 and 1202 |
| 16 | Supplying, fitting and placing TMT bar reinsforcement (Fe 415) in substructure complete as per drawings and technical specification clauses 1002, 1005, 1010 and 1202 |
| 17 | Supplying, fitting and placing TMT bar reinsforcement in sperstructure complete as per drawings and technical specification clauses 1002, 1010 and 1202 |
| 18 | Providing concrete for plain/rainforced concrete in open foundations complete as per drawing and technical specification clause 802, 803 & 1203iv) RCC Grade M15 |
| 19 | Providing and laying of dry ruble flooring complete as per drawings and technical specifications clause 1303.3 |
| 20 | (2) Construction of road by earth work & sand gravel with box culvert from Laobhurunga Anil Bordoloi House to Majuli deep at Laobhurunga |
| 21 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201. (A) In area of Non- thorny jungles |
| 22 | Construction 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 requirment of table 300.1 and 300.2 with a lead upto 1000m as per technical specification Clause 301.5 (i) Private land |
| 23 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with lead upto 1000m as per Technical Specification Clause 303.1. (i) From private land |
| 24 | Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, mix inplace method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material |
| 25 | Providing and fixing of retro-refectorised cautionary, mandatory and informatory signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the fround by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical Specification Clause 801600mm equilaterial tringle |
| 26 | Providing and erecting direction and place identification of semi reflective signboards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cementconcrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 27 | Const. of 1x1mm Box Culvert |
| 28 | Earthwork in excavation for foundation of structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracinh , removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom ans backfilling with in tranches with excavated suitable materialOrdinary soil A. Manual Means (Without dewatering)(I) upto 3m depthCut- of wallRaftApronCurtain WallWing Wall |
| 29 | Providing concrete for plain/rainforce concrete in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203. (A) With Crushed Stone(I) PCC Grade M-10, Niminal mix |
| 30 | Providing concrete for plain/rainforce concrete in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203PCC Grade M15, Niminal mixWing Wallurtain Wall |
| 31 | Providing concrete for plain/rainforce concrete in substructure complete as per drawing and technical specifications clause 802, 804, 805, 806, 1202 & 1204 RCC Grade M20 Niminal mixCut - of wallRaft |
| 32 | Plain/Rainforced concrete in sub structure complete as per drawing and Technical Specification Clause 802, 804, 805, 806, 807, 1202 & 1204.(A) With crushed stone(I) PCC Grade M15, Nominal MixRCC KerbWing Wall |
| 33 | Plain/Rainforced concrete in sub structure complete as per drawing and Technical Specification Clause 802, 804, 805, 806, 807, 1202 & 1204.(A) With crushed stone(II) RCC Grade M20, Nominal MixBox Walls |
| 34 | Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications clause 800, 1205.4 and 1205.5. (A) With crushed stone.I) RCC grade M20 Nominal Mix, Height upto 5.00 mtr.SlabHaunchesEnd Pillars |
| 35 | Supplying, fitting and placing HYSD bar reinsforcement in superstructure complete as per drawings and technical specification clauses 1002, 1010 and 1202.For surface rainforcementFor RCC |
| 36 | Providing weepholes in brick masonry, plain/rainforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20(H) towards drawing face complete as per drawing and technical specification |
| 37 | Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8I) Granular material |
| 38 | Dry rubble flooring Providing and laying of dry rubble flooring complete as per drawing and technical specification clause 1304. |
| 39 | Construction of RCC railling of M25 grade in cast-in-situ with 20mm 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 2000mm as per drading and technical specification clause 800, 900 and 1208. |
