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| 1 | 1) Jyoti Nagar to Dollangdia via Betna to Goreswar Baihata Road (From Ch. 0.00m to 820.00m & 0.00m to 2200.00m, Length= 3020.00m) |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.i) By Manual MeansA) In area of non-thorny jungle |
| 3 | 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 |
| 4 | WBM Grading 3. Using stone screening Type -B 11.2mm for Gr.III. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density Grading 3 as per Technical Specification clause 405. (A) By Manual Means |
| 5 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.(a) Including Edge block/Edge restraints. |
| 6 | Making up loss of material/irregularities on shouldersMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 Maintenance of Earhen shoulder (stripping of excess soil) |
| 7 | Maintenance of WBMMaintenance of WBM road including filling up pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per Technical Specification Clause 1905. |
| 8 | Providing and applying Primer CoatProviding and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 – 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 9 | Providing & applying tack coat with Bitumen emulsionProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treatedwith primer & cleaned with Hydraulic broom as per technical Specification Clause 503. |
| 10 | Bituminous Macadam (Providing and laying cold mixmacadam with Drum mixusing crushed aggregates of grading as per Table 500.4, premixed with cold mix binder,transported to site upto a lead 1000m laid over a previously prepared surface with paver finisher to thereqd. grade,lavel and alignment, rolled to achiev the desired compaction as per Technical speceificatin( IRC.SP:100-2014) |
| 11 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect.B. with rockdust as filler (refer table 500-9 of MoSRT&HSpecification)(ii) with Polymer modified bitumen 70for grading II ( 13 mm nominal size) |
| 12 | Planting of Trees and their Maintenance for three Year(Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year |
| 13 | Road Marking:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specification |
| 14 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 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 perdrawings and Technical Specification Clause 801.(ii) 600 mm equilateral triangle |
| 15 | 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 perdrawings and Technical Specification Clause 801.(iii) 600 mm circular |
| 16 | 2) Construction ofRoad fromBetna Hajalpar road to Maramari Silkijhar road (Ch. 0.00m to 1210.00 m) Length= 1210.00m |
| 17 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.in thickness as per MoRTH specification 201. I) By manual means A) Inarea of non thorny jungle |
| 18 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) Private Land |
| 19 | 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 |
| 20 | Granular Sub-base with Well Graded Material (Table 400.1). (A) By Mix in Place Method. Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(II) For Grading II Material |
| 21 | WBM Grading 3. Using stone screening Type -B 11.2mm for Gr.III. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density Grading 3 as per Technical Specification clause 405. (A) By Manual Means |
| 22 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.(a) Including Edge block/Edge restraints. |
| 23 | Single bamboo palasiding /walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven, including fitting,fixing with half bamboo kamis horrizontally in three rows with cane or tying wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.51. Driven at least 900mm below ground and 1800 mm above running ground on average |
| 24 | Direction and Place Identification signs upto 0.9 sqm size board A Retro-reflectorised Traffic Signs 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 25 | Planting of Trees and their Maintenance for three Year(Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year |
| 26 | Painting lines, dashes, arrows, etc. on roads in two coats on new sqm 78.50 work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 27 | 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 perdrawings and Technical Specification Clause 801. (vi) 60cm equilateral triangle |
| 28 | 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 perdrawings and Technical Specification Clause 801.(iv) 80 cmx 60 cm rectangular |
| 29 | Earth work in excavation for structures as per drawing and technical specification cl.305.1 including setting out, constructionof shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trnches with excavated suitable materials. 1. Ordinary soil) depth upto 3.0m |
| 30 | Providing concrete for plain/reinforced cement concrete, in open foundation complete as per drawing and technical specification clause. 802, 803, 1202 & 1203.(A) With crushed stone. I PCC grade M10. Nominal mix 1:3:6 |
| 31 | Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 804, 805, 806,807, 1202 and 1204. B. With Natural Gravel III. PCC grade M20.i) Nominal mix (1:2:4) |
| 32 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 & 1205.5. A. With crushed stone.(iii) RCC M 20.a) Height upto 5.00 m. |
| 33 | Drainage spouts complete as per drawing and technical specification clause 1209 |
| 34 | Providing & filling joint sealing compound as per drawing and technical specification with coarse and 6% bitumen by weight. |
| 35 | Supplying, fitting and placing TMTbar reinforcement in superstructure complete as per drawing and Technical Specification clause 1002, 1010 & 1202. |
| 36 | Providing weep holes in Brick masonry/Stone masonry /Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specificationClause 614, 709,1204.3.7 |
| 37 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.(A) with crushed stone |
| 38 | 3).Baitamari Chowk to Dayal Bhamik house (Ch. 0.00m to 990.00 m) Length= 990.00m |
| 39 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.in thickness as per MoRTH specification 201. I) By manual means A) Inarea of non thorny jungle |
| 40 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) Private Land |
| 41 | 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 |
| 42 | Granular Sub-base with Well Graded Material (Table 400.1). (A) By Mix in Place Method. Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(II) For Grading II Material |
| 43 | WBM Grading 3. Using stone screening Type -B 11.2mm for Gr.III. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density Grading 3 as per Technical Specification clause 405. (A) By Manual Means |
| 44 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.(a) Including Edge block/Edge restraints. |
| 45 | Single bamboo palasiding /walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven, including fitting,fixing with half bamboo kamis horrizontally in three rows with cane or tying wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.51. Driven at least 900mm below ground and 1800 mm above running ground on average |
| 46 | Direction and Place Identification signs upto 0.9 sqm size board A Retro-reflectorised Traffic Signs 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 47 | Planting of Trees and their Maintenance for three Year(Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year |
| 48 | Painting lines, dashes, arrows, etc. on roads in two coats on new sqm 78.50 work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 49 | 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 perdrawings and Technical Specification Clause 801. (vi) 60cm equilateral triangle |
| 50 | 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 perdrawings and Technical Specification Clause 801.(iv) 80 cmx 60 cm rectangular |
| 51 | Earth work in excavation for structures as per drawing and technical specification cl.305.1 including setting out, constructionof shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trnches with excavated suitable materials. 1. Ordinary soil) depth upto 3.0m |
| 52 | Providing concrete for plain/reinforced cement concrete, in open foundation complete as per drawing and technical specification clause. 802, 803, 1202 & 1203.(A) With crushed stone. I PCC grade M10. Nominal mix 1:3:6 |
| 53 | Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 804, 805, 806,807, 1202 and 1204. B. With Natural Gravel III. PCC grade M20.i) Nominal mix (1:2:4) |
| 54 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 & 1205.5. A. With crushed stone.(iii) RCC M 20.a) Height upto 5.00 m. |
| 55 | Drainage spouts complete as per drawing and technical specification clause 1209 |
| 56 | Baitamari Chowk to Dayal Bhamik house :Providing & filling joint sealing compound as per drawing and technical specification with coarse and 6% bitumen by weight. |
| 57 | Supplying, fitting and placing TMTbar reinforcement in superstructure complete as per drawing and Technical Specification clause 1002, 1010 & 1202. |
| 58 | Providing weep holes in Brick masonry/Stone masonry /Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specificationClause 614, 709,1204.3.7 |
| 59 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification clause. 800, 1206.3 . A. With crushed stone |
| 60 | 4) Construction of Road from Goreswar Baihata Road to Benganahati Suburi connecting Road ( Ch. 0.00m to 570.00m ) , Length= 570.00 m |
| 61 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.i) By Manual MeansA) In area of non-thorny jungle |
| 62 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) Private Land |
| 63 | 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 |
| 64 | Granular Sub-base with Well Graded Material (Table 400.1). (A) By Mix in Place Method. Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(II) For Grading II Material |
| 65 | WBM Grading 3. Using stone screening Type -B 11.2mm for Gr.III. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density Grading 3 as per Technical Specification clause 405. (A) By Manual Means |
| 66 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 67 | Single bamboo palasiding /walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven, including fitting,fixing with half bamboo kamis horrizontally in three rows with cane or tying wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.51. Driven at least 900mm below ground and 1800 mm above running ground on average |
| 68 | Direction and Place Identification signs upto 0.9 sqm size board A Retro-reflectorised Traffic Signs 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 69 | Planting of Trees and their Maintenance for three Year each 660.00 (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. |
| 70 | Painting lines, dashes, arrows, etc. on roads in two coats on new sqm 78.50 work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 71 | 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 perdrawings and Technical Specification Clause 801. (vi) 60cm equilateral triangle |
| 72 | 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 perdrawings and Technical Specification Clause 801.(iv) 80 cmx 60 cm rectangular |
| 73 | Earth work in excavation for structures as per drawing and technical specification cl.305.1 including setting out, constructionof shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trnches with excavated suitable materials. 1. Ordinary soil) depth upto 3.0m |
| 74 | Providing concrete for plain/reinforced cement concrete, in open foundation complete as per drawing and technical specification clause. 802, 803, 1202 & 1203.(A) With crushed stone. I PCC grade M10. Nominal mix 1:3:6 |
| 75 | Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 804, 805, 806,807, 1202 and 1204. B. With Natural Gravel III. PCC grade M20.i) Nominal mix (1:2:4) |
| 76 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 & 1205.5. A. With crushed stone.(iii) RCC M 20.a) Height upto 5.00 m. |
| 77 | Drainage spouts complete as per drawing and technical specification clause 1209 |
| 78 | Providing & filling joint sealing compound as per drawing and technical specification with coarse and 6% bitumen by weight. |
| 79 | Supplying, fitting and placing TMTbar reinforcement in superstructure complete as per drawing and Technical Specification clause 1002, 1010 & 1202. |
| 80 | Providing weep holes in Brick masonry/Stone masonry /Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specificationClause 614, 709,1204.3.7 |
| 81 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification clause. 800, 1206.3 . A. With crushed stone |
