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| 1 | Construction of Embankment with material obtained from Borrow Pits(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 requirements of table 300-2) |
| 2 | Construction of Subgrade and Earthen Shoulders with Material Obtained from Borrow Pits (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 No. 300-2) |
| 3 | B(ii) Granular Sub-Base with Close Graded Material (Table: 400-1)A) By Mix in place Method(Grading - I material)Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix inplace method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. |
| 4 | Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre-mixing 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 |
| 5 | Providing and applying primer coat with bitumen emulsion prepared surface of granular Base including clearing of md surface and spraying primer at the rate of 0.70 kg/sqm asing mechanical means. |
| 6 | Providing and applying tack coat with bitumen emulsion sing emulsion pressure distributor at the rate of 0.20 kg per on the prepared bituminous/granular surface cleaned wth mechanical broom. |
| 7 | Dense Graded Bituminous Macadam Grading - IProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent by weight of total 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. 505 complete in all respects.. a.) VG-40 |
| 8 | Bituminous Concrete (Providing and laying bituminous with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with hinuminous binder @ 5.2 per cent of mix and filler, hamsporting the hot mix to work site, laying with a hydrostatic misher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and nollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (ii) for grading -II(10mm nominal size) a.) VG-40 |
| 9 | EXCAVATION OF DRAIN (Excavation for structure) (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,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (i) Ordinary soil B. Mechanically Means (Depth upto 3m) |
| 10 | Drain Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. B. PCC Grade M20(ii) PCC Grade M20 using batching plant & manual placing |
| 11 | Gabion Wall (Excavation for structure) (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,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (i) Ordinary soil B. Mechanically Means (Depth upto 3m) |
| 12 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with |
| 13 | 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. as per relevant clauses of section 300 & 2100 in |
| 14 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. PCC M-15 For Levelling Course |
| 15 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with RCC M30. |
| 16 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. @100 Kg Per Cum |
| 17 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M25 Shaft |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600. @ 100 Kg per Cum |
| 19 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 20 | 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 |
| 21 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 22 | Gabion Structure for Retaining Earth (Providing and construction of a gabion structure for retaining earth with segments of wire crates of size 7 m x 3m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire. |
| 23 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 24 | Parapet Wall over Gabion Wall Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. B. PCC Grade M20(i) PCC Grade M20 using batching plant & Manual placing |
| 25 | Painting Two Coats on New Concrete Surfaces(Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete Surfaces) |
| 26 | 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. as per relevant clauses of section 300 & 2100 in |
| 27 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100. PCC M-15 For lEvelling Course |
| 28 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100.PCC M-20 |
| 29 | Weep Holes for Breast Wall-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. |
| 30 | Excavation for Structures 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 including dewatering etc. complete. |
| 31 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. |
| 32 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100. |
| 33 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. |
| 34 | Weep Holes for Breast Wall-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 Retaining wall weep holes |
| 35 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification Behind Box Culvert |
| 36 | Furnishing and placing Reinforced/prestressed cement concrete in super structure as per drwaing and technical specification and as per relevant clauses of sections 1500,1700 and 2300. RCC Grade M-30 Deck/Solid Slab |
| 37 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. |
| 38 | Painting Two Coats on New Concrete Surfaces(Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete Surfaces) Box Culvert Parapet |
| 39 | Excavation in Marshy Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres.(Excavation for roadway in marshy soil with hydraulic excavator including cutting, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead upto 1000metres.) |
| 40 | Construction of Embankment with material obtained from Borrow Pits(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 requirements of table 300-2) |
| 41 | Geotextile |
| 42 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisffing the requirements laid down in clause 2504.2.2. ofMoRTH specifications to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall andprovided over theentire surface behind abutment, wing wall and return wall to the full heightcompacted to a firm condition complete as per drawing and technicalspecification |
| 43 | Stone masonry work in cement mortar l:3 for substructure complete as perdrawing and Technical Specifications. Random Rubble Masonry |
| 44 | 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. as per relevant clauses of section 300 & 2100 in |
| 45 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with PCC M-15 For Levelling Course |
| 46 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with RCC Grade M30 |
| 47 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600 @ 100Kg per Cum |
| 48 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M25 Shaft |
| 49 | Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600. @ 100 Kg per Cum |
| 50 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 51 | 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 |
| 52 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Please Enable Macros to View BoQ information |
