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| 1 | Details |
| 2 | CONSTRUCTION OF HL BRIDGE AT CH-250 ON Pwd Road Peshrar to Dugu (Length-15.110M) (JH15MARS201)Excavation for structures in ordinary soil (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 bockfilling with approved material) Mechanical means Depth upto 3m |
| 3 | Excavation for structures in ordinary Rock not requiring blasting (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 bockfilling with approved material) Mechanical means |
| 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15) Annular Filling |
| 5 | PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) |
| 6 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using batching plant,transit mixer & Concrete pump) |
| 7 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 8 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification |
| 9 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M25 using batching plant , transit mixer & concrete pump) Height Upto 5m |
| 10 | 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 face. Complete as per drawing and technical specification. |
| 11 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 12 | Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification |
| 13 | 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 |
| 14 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M30 |
| 15 | Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 16 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 17 | Construction of railing of M25 grade in-situ with 20mm nominal size aggregate, 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 adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. |
| 18 | PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump |
| 19 | Approach Slab (M25 Grade) including reinforcement and formwork complete as per drawing and Technical specification. |
| 20 | Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation |
| 21 | Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification. |
| 22 | Providing drainage spout complete as per drawing and technical specification |
| 23 | Construction 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 table 300-2. |
| 24 | Construction of embankment with approved materials obtained from Borrow Pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading, to required slope and compacting to meet requirement of table 300-2. |
| 25 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 26 | Compacting original ground supporting embankment ( Rolling with vibratory roller) |
| 27 | Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) |
| 28 | Wet Mix Macadam (Plant Mix Method) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 29 | 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) |
| 30 | Providiing 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. |
| 31 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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. |
| 32 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) |
| 33 | Excavation for structures in ordinary soil (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 bockfilling with approved material) Manual means. |
| 34 | Sand filling in foundation trenches as per Drawing and Technical specification |
| 35 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 ) |
| 36 | Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. |
| 37 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. |
| 38 | Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification. |
| 39 | Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications |
| 40 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping |
| 41 | 5 YEAR MAINTENANCE1st Year |
| 42 | 2nd Year |
| 43 | 3rd Year |
| 44 | 4th Year |
| 45 | 5th Year |
| 46 | CONSTRUCTION OF HL BRIDGE AT CH-350 ON PWD Road to Kekrang (Length-22.360M) (JH15MARS202)Excavation for structures in ordinary soil (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 bockfilling with approved material) Mechanical means Depth upto 3m |
| 47 | Excavation for structures in ordinary Rock not requiring blasting (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 bockfilling with approved material) Mechanical means |
| 48 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15) Annular Filling |
| 49 | PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) |
| 50 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using batching plant,transit mixer & Concrete pump) |
| 51 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 52 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification |
| 53 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M25 using batching plant , transit mixer & concrete pump) Height Upto 5m |
| 54 | 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 face. Complete as per drawing and technical specification. |
| 55 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 56 | Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification |
| 57 | 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 |
| 58 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M30 |
| 59 | Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 60 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 61 | Construction of railing of M25 grade in-situ with 20mm nominal size aggregate, 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 adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. |
| 62 | PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump |
| 63 | Approach Slab (M25 Grade) including reinforcement and formwork complete as per drawing and Technical specification. |
| 64 | Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation |
| 65 | Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification. |
| 66 | Providing drainage spout complete as per drawing and technical specification |
| 67 | Construction 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 table 300-2. |
| 68 | Construction of embankment with approved materials obtained from Borrow Pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading, to required slope and compacting to meet requirement of table 300-2. |
| 69 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 70 | Compacting original ground supporting embankment ( Rolling with vibratory roller) |
| 71 | Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) |
| 72 | Wet Mix Macadam (Plant Mix Method) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 73 | 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) |
| 74 | Providiing 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. |
| 75 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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. |
| 76 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) |
| 77 | Excavation for structures in ordinary soil (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 bockfilling with approved material) Manual means. |
| 78 | Sand filling in foundation trenches as per Drawing and Technical specification |
| 79 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 ) |
| 80 | Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. |
| 81 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. |
| 82 | Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification. |
| 83 | Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications |
| 84 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping |
| 85 | 5 YEAR MAINTENANCE1st Year |
| 86 | 2nd Year |
| 87 | 3rd Year |
| 88 | 4th Year |
| 89 | 5th Year |
| 90 | GST @ 18% |
| 91 | Labour Cess @ 1% Please Enable Macros to View BoQ information |
