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| Sl. No. | Item Description |
| 1 | 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 be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm thickness.i) By Manual Means. A) In area of light jungle |
| 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.'(i) Girth from 300 mm to 600 mm |
| 3 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.'(ii) Girth from 600 mm to 900 mm |
| 4 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.(iii) Girth from 900 mm to 1800 mm |
| 5 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.'(iv) Girth above 1800 mm |
| 6 | (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. II) By Mechanical Means. A) Bituminous course. |
| 7 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000metres ,stacking serviceable materials and unserviceable materials separately. |
| 8 | Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections. |
| 9 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 10 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( including compensation of earth.)( Including cost of testing of materials at site and laboratory as directed by the deptt. (a) from private land. |
| 11 | 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) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt. (i) From Private land . |
| 12 | (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.). (ii) for grading II material |
| 13 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) |
| 14 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) ii) With bitumen emulsion-CSS-1 ( IS-8887-2004 ) |
| 15 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.).'(II)With Bitumen emulsion CSS-1 (IS:8887-2004) A) Normal bituminous surface |
| 16 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects) ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (a) With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification). (I)'with 60/70 or VG-30 grade bitumenii) for GradingII(19 mm nominal size) |
| 17 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 509 complete in all respects) (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.). '(a) With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification). (I)'with 60/70 or VG-30 grade bitumen. ii) for Grading-II (13 mm nominal size) |
| 18 | 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 25x25x4mm 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. ( All the Steel work must be Tata/Sail/or any other approved brand. |
| 19 | 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 MoRT&H specifications. |
| 20 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. |
| 21 | Tree reflector made of heigh intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail. (b)150mm dia/ 150mm x 150mm |
| 22 | Providing and fixing metal road studs for permanent marking comply with standard EN1463 and BS 873(Part:IV) according to the CIL requirements to ASTM D 4280 standard. |
| 23 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. iv) 200th meter stone (Precast) as per IRC:26-1967. |
| 24 | A)RCC guard post:Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete.(i) 15 cm dia with 4-12mmTor bar |
| 25 | Providing anderecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of25x25x4 mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cmx45cmx60cm, 60 cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)'(ii) 60cm equilateral triangle |
| 26 | Providing anderecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of25x25x4 mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cmx45cmx60cm, 60 cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)'(iii) 60cm circular |
| 27 | Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of25x25x4 mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cmx45cmx60cm, 60 cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)'(v) '60cm x 45 cm rectangular |
| 28 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 29 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A) Stone/Boulder |
| 30 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999.(B) PCC Grade M20. Height upto 5m. |
| 31 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres). i) Lime /Cement Concrete. I) By Manual Means. B) Cement Concrete Grade M-15 & M-20. |
| 32 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil, A) Manual Means. I) Without dewatering. i) upto 3 m depth. |
| 33 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 34 | Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. |
| 35 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 36 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork(P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.E) RCC Grade M25. Case-II: With Batching Plant, Transit Mixer and Concrete Pump |
| 37 | Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 38 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999F) RCC Grade M25. a) Height upto 5m. Case-II: With Batching Plant, Transit Mixer and Concrete Pump |
| 39 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications.(i) TMT CRS (Fe-500) reinforcement bar |
| 40 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.B) RCC Grade M25. Case-II: Using Batching Plant, Transit Mixer and Concrete Pump For. ii) T-beam & slab. a) Height upto 5m |
| 41 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 42 | Mastic Asphalt (Providing and laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 (binder having penetration as (15+/- 5) at 25 deg. centrigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per clause 515 .( including carriage up to initial lead of 5.0 km from quarry.) (i) Thickness=25mm |
| 43 | Drainage Spouts complete as per drawing and Technical specification |
| 44 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 45 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 46 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specificationa(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 47 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 48 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 49 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil, A) Manual Means. I) Without dewatering. i) upto 3 m depth. |
| 50 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 51 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 52 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 53 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999.F) RCC Grade M25. a) Height upto 5m. Case-II: With Batching Plant, Transit Mixer and Concrete Pump |
| 54 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications.(i) TMT CRS (Fe-500) reinforcement bar |
| 55 | Providing weep holes in Brick 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 specification. |
| 56 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 57 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. |
| 58 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil, A) Manual Means. I) Without dewatering. i) upto 3 m depth. |
| 59 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 60 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 61 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 62 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork'P)With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.E)RCC Grade M25.Case-ii) With Batching Plant, Transit Mixer and Concrete Pump |
| 63 | Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications.(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 64 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999F) RCC Grade M25. a) Height upto 5m. Case-II: With Batching Plant, Transit Mixer and Concrete Pump |
| 65 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications.(i) TMT CRS (Fe-500) reinforcement bar |
| 66 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.B) RCC Grade M25. Case-II: Using Batching Plant, Transit Mixer and Concrete Pump For. ii) T-beam & slab. a) Height upto 5m |
| 67 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications. (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 68 | Drainage Spouts complete as per drawing and Technical specification |
| 69 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 70 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 71 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specificationa(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 72 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 73 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 74 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil, A) Manual Means. I) Without dewatering. i) upto 3 m depth. |
| 75 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 76 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 77 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 78 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999F) RCC Grade M25. a) Height upto 5m. Case-II: With Batching Plant, Transit Mixer and Concrete Pump |
| 79 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications.(i) TMT CRS (Fe-500) reinforcement bar |
| 80 | Providing weep holes in Brick 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 specification. |
| 81 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 82 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres). i) Lime /Cement Concrete. I) By Manual Means. B) Cement Concrete Grade M-15 & M-20. |
| 83 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil, A) Manual Means. I) Without dewatering. i) upto 3 m depth. |
| 84 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 85 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 86 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 87 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formworkP)With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.E)RCC Grade M25.Case-ii) With Batching Plant, Transit Mixer and Concrete Pump |
| 88 | Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications.(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 89 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999F) RCC Grade M25. a) Height upto 5m. Case-II: With Batching Plant, Transit Mixer and Concrete Pump |
| 90 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications.(i) TMT CRS (Fe-500) reinforcement bar |
| 91 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.B) RCC Grade M25. Case-II: Using Batching Plant, Transit Mixer and Concrete Pump For. ii) T-beam & slab. a) Height upto 5m |
| 92 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 93 | Drainage Spouts complete as per drawing and Technical specification |
| 94 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 95 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 96 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 97 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 98 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 99 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres). i) Lime /Cement Concrete. I) By Manual Means. B) Cement Concrete Grade M-15 & M-20. |
| 100 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil, A) Manual Means. I) Without dewatering. i) upto 3 m depth. |
| 101 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 102 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 103 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 104 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formworkP)With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.E)RCC Grade M25. Case ii)With Batching Plant, Transit Mixer and Concrete Pump |
| 105 | Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications.(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 106 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999F) RCC Grade M25. a) Height upto 5m. Case-II: With Batching Plant, Transit Mixer and Concrete Pump |
| 107 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications.(i) TMT CRS (Fe-500) reinforcement bar |
| 108 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.B) RCC Grade M25. Case-II: Using Batching Plant, Transit Mixer and Concrete Pump For. ii) T-beam & slab. a) Height upto 5m |
| 109 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 110 | Drainage Spouts complete as per drawing and Technical specification |
| 111 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 112 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 113 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specificationa(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 114 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 115 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 116 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil, A) Manual Means. I) Without dewatering. i) upto 3 m depth. |
| 117 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 118 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 119 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 120 | Stone masonry work. Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutside face stone roughly hammer dressed and inside (earthen side ) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed. |
| 121 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 122 | Providing weep holes in Brick 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 specification. |
| 123 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 124 | 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. |
| 125 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil, A) Manual Means. I) Without dewatering. i) upto 3 m depth. |
| 126 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 127 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 128 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 129 | Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications.(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 130 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999E)RCC Grade M20 (a) Height upto 5mCase ii)With Batching Plant, Transit Mixer and Concrete Pump |
| 131 | Providing weep holes in Brick 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 specification. |
| 132 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 133 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 134 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil, A) Manual Means. I) Without dewatering. i) upto 3 m depth. |
| 135 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 136 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 137 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 138 | Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications.(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 139 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999E)RCC Grade M20 (a) Height upto 5mWith Batching Plant, Transit Mixer and Concrete Pump |
| 140 | Providing weep holes in Brick 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 specification. |
| 141 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 142 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999E)RCC Grade M20 (a) Height upto 5mWith Batching Plant, Transit Mixer and Concrete Pump |
| 143 | Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications.(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 144 | Wrought Iron and Mild Steel Welded Work (Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolt and nuts complete fixed in position but without the cost of excavation and concrete for mixing which will be paid separately. |
| 145 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil, A) Manual Means. I) Without dewatering. i) upto 3 m depth. |
| 146 | Earthwork in excavation of foundation of structures, as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, and backfilling with approved material as per MORTH clause No.304. I) Ordinary soil, A Manual Means, (I) Without dewatering, (ii) 3 m to 6 m depth |
| 147 | (a)Providing an construction of temporary island to accommodate pile rig and other accessories including casting of pile cap, all complete in depth of water up to 400 cm. |
| 148 | Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 149 | Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter - 1000 mm) |
| 150 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.C) (ii) RCC M30 GradeCase II With Batching Plant, Transit Mixer and Concrete Pump |
| 151 | Levelling course for Pile cap |
| 152 | Reinforcement in Foundation: Supplying, fittingandplacing TMT IS:1786 Fe500Dbar reinforcement in foundation complete as per drawing and technical specifications (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 153 | Plain/Reinforced cement concrete, in substructure, complete as per drawing and technical specification and steel shuttering formwork With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999.H) RCC Grade M35, a) Height upto 5mCase II With Batching Plant, Transit Mixer and Concrete Pump |
| 154 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications (i) 'TMT CRS ( Fe-500)reinforcement bar |
| 155 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 156 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 157 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPLor equivalent) conforming to IS-9103-1999.E) PSC Grade M-40, Case II Using Batching Plant, Transit Mixer and Concrete Pump. (ii) For T-beam & slab, b) Height 5m to 10m |
| 158 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications.(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 159 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 160 | Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spaciong of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC. , protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515. |
| 161 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000 mm, leaving adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 162 | Drainage Spouts complete as per drawing and Technical specification |
| 163 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 164 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification(a) (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 165 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). |
| 166 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) (B) For RCC Railing |
| 167 | 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 MoRT&H specifications. |
| 168 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A) Stone/Boulder |
| 169 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 170 | Laying Boulder Apron in Crates of Synthetic Geogrids :'Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with geogrids having characteristics as per clause 704.2, joining sides with connectors/ring staple, top corners to be tie tensioned , placing of suitable crioss interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging , constructed as per clause 704.3 filled with stone with minimum size of 200mm and specific gravity not less than 2.65, packed witkh stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of Geotextile to prevent migration of fines , all as per clause 704 and laid as per clause 2503.3 and approved design. Please Enable Macros to View BoQ information |
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