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| 1 | (1) T06 road to Dangra (Dangra Songma) (3.036 Km) (Balance Work) |
| 2 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause |
| 3 | Earthwork in Hill Road |
| 4 | Excavation in Hilly Areas in Soil by mechanical meansExcavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specific |
| 5 | Disposal of Unsuitable Earth |
| 6 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work byMechanical Means Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. |
| 7 | Haulage excluding Loading & UnloadingHaulage of materials by tipper excluding cost of loading, unloading and stacking.Katcha Track and Track in River Bed/Nallah Bed and Choe BedDebris disposal at Chainage 720.00 on LHS of the Road & 3960.00 m on the RH |
| 8 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work byMechanical Means Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building |
| 9 | Construction of Earthen ShouldersConstruction ofearthen 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 wit |
| 10 | Compacting Original GroundCompacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construct |
| 11 | Surface Drains in Soil |
| 12 | Construction ofunlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technic |
| 13 | Surface Drains in Ordinary RockConstruction of unlined surface drain of average cross-sectional area 0.4 sqm inordinary rock to specified lines, grades, levels and dimensions as per approved designand Technical Specification Clause 307. Excavated mater |
| 14 | Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place MethodConstruction 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.(ii) For Grading II Material |
| 15 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN 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 required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means |
| 16 | WBM Grading 2 |
| 17 | WBM Grading 3 |
| 18 | Bituminous Items |
| 19 | Prime Coat :Low porosityProviding and applying primer coat with bitumen emulsion (SS-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 Sp |
| 20 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 21 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 22 | Seal Coat Type CProviding & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510(Excluding Loading, Unloading, Haulage, |
| 23 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 24 | Ordinary Kilometer stone (precast) |
| 25 | 200 m stone (precast) |
| 26 | Traffic SignsProviding 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 GI Pipe 50 |
| 27 | 600 mm equilateral triangle |
| 28 | 600 mm circle |
| 29 | Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 |
| 30 | Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 |
| 31 | Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per IRC - 67 : 2001 |
| 32 | Cross Drainage WorksDismantle of existing structureDismantling 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 dis |
| 33 | (B) Cement Concrete |
| 34 | (C) Reinforced cement concrete |
| 35 | Dismantling |
| 36 | Dismantling of Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the (B) Rubble Stone Masonry in Cement Mortar |
| 37 | Dismantling Brick/Tile WorkDismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and l |
| 38 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.(C) Above 900 mm dia Hume pipe |
| 39 | Excavation for StructuresEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matte |
| 40 | Upto 3.0m depth |
| 41 | Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 42 | Type B(First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 |
| 43 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia Pipe |
| 44 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.In 1:4 cement mortar |
| 45 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109(A) In 1:4 cement mortar |
| 46 | Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204(iii) In 1:5 cement mortar |
| 47 | Providing and laying flooringlaid over cement concrete bedding complete as per drawing and technical specification Clause 1303I. Rubble stone laid in cement mortar 1:3 |
| 48 | Providing and laying flooringlaid over cement concrete bedding complete as per drawing and technical specification Clause 1303III. Brick on edge laid in cement mortar (1:3) |
| 49 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 50 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling |
| 51 | 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 Tech |
| 52 | Providing weepholes 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 structures with slope of 1(V):20(H) towards drawing face complete as per drawing |
| 53 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 RCC Grade M 20Nominal Mix 1 : 2 : 4 |
| 54 | Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4Coursed rubble masonry (1st sort) |
| 55 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710and 1204.3.11 |
| 56 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 57 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 58 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304Cement concrete grade M 10 |
| 59 | Low PorosityProviding and applying primer coat with bitumen emulsion (SS-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 C |
| 60 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 61 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 62 | Seal CoatProviding and laying seal coat using bituminous Emulsion sealing the voids in a bituminous surface laid to the specifiedlevels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 63 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications |
| 64 | (2) T01 road to Gambil Apal (Length- 8.214 Km) (Balance Work) |
| 65 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual meansGirth 300 mm |
| 66 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause |
| 67 | Disposal of Unsuitable Earth |
| 68 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work byMechanical Means Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. |
| 69 | Haulage excluding Loading & UnloadingHaulage of materials by tipper excluding cost of loading, unloading and stacking.Katcha Track and Track in River Bed/Nallah Bed and Choe BedDebris disposal at Chainage 720.00 on LHS of the Road & 3960.00 m on the RH |
| 70 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work byMechanical Means Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building |
| 71 | Construction of Earthen ShouldersConstruction ofearthen 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 wit |
| 72 | Compacting Original GroundCompacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construct |
| 73 | Surface Drains in Soil |
| 74 | Construction ofunlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technic |
| 75 | Surface Drains in Ordinary RockConstruction of unlined surface drain of average cross-sectional area 0.4 sqm inordinary rock to specified lines, grades, levels and dimensions as per approved designand Technical Specification Clause 307. Excavated mater |
| 76 | Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place MethodConstruction 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.(ii) For Grading II Material |
| 77 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN 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 required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means |
| 78 | WBM Grading 2 |
| 79 | WBM Grading 3 |
| 80 | Bituminous Items |
| 81 | Prime Coat :Low porosityProviding and applying primer coat with bitumen emulsion (SS-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 Sp |
| 82 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 83 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 84 | Seal Coat Type CProviding & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510(Excluding Loading, Unloading, Haulage, |
| 85 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 86 | 5th Kilometre Stone (precast) |
| 87 | Ordinary Kilometer stone (precast) |
| 88 | 200 m stone (precast) |
| 89 | Traffic SignsProviding 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 GI Pipe 50 |
| 90 | 600 mm equilateral triangle |
| 91 | 600 mm circle |
| 92 | Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 |
| 93 | Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 |
| 94 | Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per IRC - 67 : 2001 |
| 95 | Trapezoidal - Shaped C.C. Side Drain |
| 96 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead |
| 97 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 |
| 98 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Random Rubble masonry(iii) In 1:5 cement mortar |
| 99 | Cement Plaster 15 mm thick 1:4 on stone masonry |
| 100 | Neat cement punning |
| 101 | Cross Drainage Works |
| 102 | Dismantle of existing structureDismantling 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 dis(B) Cement Concrete |
| 103 | Dismantling Brick/Tile WorkDismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and l |
| 104 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.(C) Above 900 mm dia Hume pipe |
| 105 | Excavation for StructuresEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matte |
| 106 | Upto 3.0m depth |
| 107 | Depth 3.M to 6 m depth |
| 108 | Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 109 | Type B(First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 |
| 110 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia Pipe |
| 111 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.In 1:4 cement mortar |
| 112 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109(A) In 1:4 cement mortar |
| 113 | Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204(iii) In 1:5 cement mortar |
| 114 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 115 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling |
| 116 | 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 Tech |
| 117 | Providing weepholes 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 structures with slope of 1(V):20(H) towards drawing face complete as per drawing |
| 118 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710and 1204.3.11 |
| 119 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 120 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 121 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304Cement concrete grade M 10 |
| 122 | Low PorosityProviding and applying primer coat with bitumen emulsion (SS-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 C |
| 123 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 124 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 125 | Seal CoatProviding and laying seal coat using bituminous Emulsion sealing the voids in a bituminous surface laid to the specifiedlevels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 126 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications |
| 127 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC Grade M25 |
| 128 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 129 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mR.C.C. grade M 25 |
| 130 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8I) Granular material |
| 131 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 |
| 132 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 133 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as pe |
| 134 | Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, weld |
| 135 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 136 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 |
| 137 | Maintenance Cost (1) T06 road to Dangra (Dangra Songma) (Balance Work) |
| 138 | Maintenance for 1st year |
| 139 | Maintenance for 2nd year |
| 140 | Maintenance for 3rd year |
| 141 | Maintenance for 4th year |
| 142 | Maintenance for 5th year |
| 143 | Maintenance Cost (2) T01 road to Gambil Apal (Balance Work) |
| 144 | Maintenance for 1st year |
| 145 | Maintenance for 2nd year |
| 146 | Maintenance for 3rd year |
| 147 | Maintenance for 4th year |
| 148 | Maintenance for 5th year |
