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| 1 | Dismantling of Structures |
| 2 | 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 lifts and lead of 1000 metres Lime /Cement Concrete By Manual Means Cement Concrete Grade M-15 & M-20 |
| 3 | Dismantling of Flexible Pavements |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separatelyBy Manual MeansBituminous courses |
| 5 | Dismantling of Cement Concrete Pavement |
| 6 | 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 1000 metres, stacking serviceable and unserviceable materials separately |
| 7 | (SSH:- Formation Cutting ) |
| 8 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 9 | Excavation in Hard Rock (blasting prohibited) |
| 10 | Excavation for roadway in hard rock (blasting prohibited)with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. A. Mechanised |
| 11 | Haulage of materials by tipper exluding the cost of loading and unloading on hill roads[ lead = 7.50 Km] |
| 12 | (SSH:- Widening ) |
| 13 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 14 | Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited)with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. A. Mechanised |
| 15 | Haulage of materials by tipper exluding the cost of loading and unloading on hill roads[ lead = 7.50 Km] |
| 16 | (SSH: Non Bituminous Course) |
| 17 | Preparation of sub gradePreparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. |
| 18 | GranularSub-BasewithCoarseGraded Material (Table:- 400- 2)Constructionofgranularsub-basebyproviding coarsegraded material,spreading inuniform layerswithmotorgraderonpreparedsurface, mixing bymixin placemethod withrotavatorat OMC,andcompactingwithvibratoryrollerto achievethedesireddensity,completeasper clause 401.For grading-I |
| 19 | GranularSub-BasewithCoarseGraded Material (Table:- 400- 2)Constructionofgranularsub-basebyproviding coarsegraded material,spreading inuniform layerswithmotorgraderonpreparedsurface, mixing bymixin placemethod withrotavatorat OMC,andcompactingwithvibratoryrollerto achievethedesireddensity,completeasper clause 401.For grading-II |
| 20 | Wet Mix MacadamProviding, laying, spreading and compacting gradedstoneaggregatetowetmixmacadam 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 21 | (SSH: Bituminous Course) |
| 22 | Prime Coat - 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 0.60 kg/sqm using mechanical means. |
| 23 | Tack Coat - 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. |
| 24 | Dense Graded Bituminous Macadam : 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 MORTH specification clause No. 509 complete in all respects). |
| 25 | 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 MORTH specification clause No. 509 complete in all respects). |
| 26 | (SSH: Earthen Shoulder) |
| 27 | Construction of Subgrade and Earthen Shoulders (Construction of sub-grade 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 No. 300-2) |
| 28 | (SH :-Cross drain with cattle trap-13 No. ) |
| 29 | Excavation for StructuresEarth 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 (without de-watering)A) Manual Means(i) Depth upto 3 m |
| 30 | PCC 1:3:6 in FoundationPlain 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. |
| 31 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC grade M20 |
| 32 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. b)In Tees,Angles and Channels. |
| 33 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 34 | Neat cement punning. |
| 35 | (SH:-V-Shaped RCC drain - 8.63km Length) |
| 36 | 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 Specifications |
| 37 | II) Ordinary Rock (not requiring blasting)i) Depth upto 3 m (without de-watering) |
| 38 | Plain/Reinforced Cement Concrete in OpenFoundationcompleteasper Drawing and Technical SpecificationsRCC Grade M25.Using Concrete Mixer. Height upto 5m |
| 39 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 40 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 41 | Neat cement punning. |
| 42 | (SH:- RCC slab culvert 1.50 mtr. span - 4Nos.) |
| 43 | 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 soilA) Manual Meansi) Depth upto 3 m (without de-watering) |
| 44 | II) Ordinary Rock (not requiring blasting)A) Manual Meansi) Depth upto 3 m (without de-watering) |
| 45 | Dry rubble Flooring |
| 46 | PCC 1:3:6 in FoundationPlain 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. |
| 47 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical SpecificationsRandom Rubble Masonry( coursed/uncoursed ) |
| 48 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M20 |
| 49 | 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 |
| 50 | Plain/Reinforced Cement Concrete in OpenFoundationcompleteasper Drawing and Technical Specifications.RCC Grade M25Using Concrete Mixer. Height upto 5m |
| 51 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 52 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification a)Granular material |
| 53 | (SSH:- RCC Slab culvert3.00 mtr. span- 1 No.) |
| 54 | 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 soilA) Manual Meansi) Depth upto 3 m (without de-watering) |
| 55 | Ordinary Rock (not requiring blasting A) ) Manual Means(i) Depth upto 3 m (without de-watering) |
| 56 | Dry rubble Flooring |
| 57 | PCC 1:3:6 in FoundationPlain 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. |
| 58 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical SpecificationsRandom Rubble Masonry( coursed/uncoursed ) |
| 59 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M20 |
| 60 | 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 |
| 61 | Plain/Reinforced Cement Concrete in OpenFoundationcompleteasper Drawing and Technical Specifications.RCC Grade M25Using Concrete Mixer. Height upto 5m |
| 62 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 63 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification a)Granular material |
| 64 | (SH :- Protection Wall- 3.00m high )( Length = 170.00m) |
| 65 | Excavation for StructuresEarth 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( without de-watering) |
| 66 | PCC 1:3:6 in FoundationPlain 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. |
| 67 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Masonry |
| 68 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification A) Granular material |
| 69 | 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 |
| 70 | (SH :- Protection Wall- 6.00m high )( Length = 320.00m) |
| 71 | Excavation for StructuresEarth 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( without de-watering) |
| 72 | PCC 1:3:6 in FoundationPlain 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. |
| 73 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Masonry |
| 74 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification A) Granular material |
| 75 | 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 |
| 76 | (SH:-RCC Retaining Wall of Height 6.00mt & legth=130.00m) ) |
| 77 | 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 Ordinary soilA) Manual Meansi) Depth upto 3 m (without de-watering) |
| 78 | Ordinary Rock (not requiring blasting)A) Manual Meansi) Depth upto 3 m (without de-watering) |
| 79 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 80 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M20 |
| 81 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M25Using Concrete Mixer. Height upto 5m |
| 82 | Plain/Reinforced Cement Concrete in OpenFoundationcompleteasper Drawing and Technical Specifications.RCC Grade M25Using Concrete Mixer. Height5.00m to 10.00m |
| 83 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/ TMT Steel |
| 84 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification Granular material |
| 85 | 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 |
