NH-544G · PACKAGE 3← Back To Projects
NH-544G / PACKAGE 3
| Sr. No | Description | Qty | Unit |
|---|---|---|---|
| SITE CLEARANCE AND DISMANTLING | |||
| 1.01 | Clearing and grubbing for road land complete as per Technical Specification Clause 201 | 180 | Hectare |
| 1.02 | Cutting of trees including cutting of trunks, branches and removal of stumps& roots including stacking of serviceable material with all leads and back filling with earth in the depression / pitt and as per Technical Specifications Section 201. | ||
| a) Girth from 300 mm to 600 mm | 504 | No | |
| b) Girth from 600 mm to 900 mm | 378 | No | |
| c) Girth from 900 mm to 1800 mm | 252 | No | |
| d) Girth above 1800 mm | 126 | No | |
| EARTH WORKS | |||
| 2.01 | Roadway excavation necessary for construction of roadway and drainage includes dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall complete as per Technical Specification section 301 and disposal of all cut material including necessary stacking of suitable material with all lifts and leads. | ||
| a) All types of Soils | 12,04,974 | Cum | |
| b) Ordinary Rock | 7,46,917 | Cum | |
| d) Excavation for roadway in hard rock requiring controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of all cut material including necessary stacking of suitable material with all lifts and leads complete as per Technical Specification Section 301 & 302 | 14,80,203 | Cum | |
| 2.02 | Construction of embankment complete as per technical specification clause 305 with all leads and lifts. | ||
| a) Embankment with approved material obtained from approved borrow areas | 14,04,601 | Cum | |
| b) Embankment with suitable materials deposited at site from roadway and drainage excavation | 8,93,755 | Cum | |
| From roadway excavation | 14,11,578 | Cum | |
| From borrow area | 38,04,044 | Cum | |
| 2.03 | Construction of subgrade complete as per drawing and technical specification clause 305 with all leads and lifts. | ||
| a) Subgrade with approved material obtained from approved borrow areas | 3,33,612 | Cum | |
| 2.04 | Construction of earthen shoulder with approved material complete as per drawing and Technical Specifications Clause 408 with all leads and lifts. | 38,500 | Cum |
| 2.05 | Filling of median / island complete as per Technical Specifications Clause 408. | 12,500 | Cum |
| 2.06 | Transportation and disposal of surplus/suitable material beyond initial lead all complete as per Technical Specifications Clause 201 & 301 | 75,850 | Cum |
| BASE COURSES | |||
| 3.01 | Providing and Construction of Granular Sub-base (Grade VI) by Mix in Place method, complete as per drawing and Technical Specifications Clause 401. | 1,48,015 | Cum |
| 3.02 | Providing and Construction of Cement Treated Sub-base (Grade IV) by Mix in Place method, complete as per drawing and Technical Specifications Clause 401. | 69,969 | Cum |
| 3.03 | Providing and Construction of Cement Treated base with approved material complete as per MORTH Technical Specification Clause No. 406 | 16,500 | Cum |
| 3.03a | Geogrid | 1,65,000 | Sqm |
| 3.04 | Providing and Construction of wet mix macadam (WMM) base with approved material complete as per MORTH Technical Specification Clause No. 406 | 35,260 | Cum |
| 3.05 | Providing and Construction of Aggregate Interlocking Layer (AIL) with approved material complete as per MORTH Technical Specification Clause No. 406 | 47,353 | Cum |
| PAVING COURSES | |||
| 4.01 | Providing and laying Prime coat over granular surface as per drawing and technical specifications. | 4,80,435 | Sqm |
| 4.02 | Providing and applying bituminous Tack coat @ 2.0 to 3.0 kg /10 sqm over prepared bituminous surface with bituminous emulsion all complete as per Technical Specification Clause 503 | 7,64,830 | Sqm |
| 4.03 | Providing and laying Dense Bituminous Macadam (DBM with VG-40, grading-2) course complete as per MoRTH Technical Specification Clause Nos 501 & 505. | 28,826 | Cum |
| 4.04 | Providing and laying Bituminous Concrete wearing course using VG-40 grade Bitumen, Grading I as per drawing and Technical Specification Clause No. 507. | 11,375 | Cum |
| CULVERTS | |||
| 5c.1 | Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 with all lifts and leads. | ||
| a) In all types of Soils by mechanical means | 40,865 | Cum | |
| 5c.6 | Providing and laying Plain cement concrete M 15 for leveling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700 & 2100. | 2,861 | Cum |
| 5c.7 | Providing and laying Cement concrete for foundations excluding cost of steel complete as per drawing and Technical Specifications Section 1500,1700, 2100. | ||
| a) PCC Grade M 20 | Cum | ||
| b) RCC Grade M 30 | 16,464 | Cum | |
| 5c.9 | Providing and Laying Reinforced cement concrete for Box / Slab culverts in Superstructure excluding cost of steel complete as per drawing and Technical Specifications Sections 1500, 1700 and 2300. | ||
| a) RCC Grade M 30 | 5,305 | Cum | |
| 5c.10 | Providing, cutting, bending and fixing in position of HYSD bar reinforcement in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600 | 2,617 | Tonne |
| BRIDGES | |||
| 5b. 1 | Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304 including all lifts and leads upto 1000 m. | ||
| a) In all types of soil including ordinary rock by mechanical means | 44,159 | Cum | |
| 5b. 4 | Providing and laying PCC in foundation including centring and shuttering all complete as per Drawings and Technical Specifications Section 1500,1700, 2100. | ||
| a) PCC Grade M15 as leveling course | 2,178 | Cum | |
| 5b. 8 | Providing and laying Cement Concrete in foundation including centring and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2100 (Excluding cost of steel) | ||
| a) PCC M25 | Cum | ||
| b) RCC M30 | 8,396 | Cum | |
| c) RCC M35 | 3,807 | Cum | |
| 5b. 9 | Providing and laying Cement Concrete in sub-structure including centring and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2200 (Excluding cost of steel) | ||
| b) RCC M30 | 3,776 | Cum | |
| c) RCC M35 | 3,801 | Cum | |
| 5b. 10 | Providing and laying Reinforced Cement Concrete in Super structure complete as per Drawings and Technical Specifications Section 1700 & 2300.(Excluding cost of steel). | ||
| a) RCC M30 | 1,765 | Cum | |
| b) RCC M35 | 4,927 | Cum | |
| c) RCC M40 | 1,821 | Cum | |
| d) RCC M45 | 2,039 | Cum | |
| 5b. 20 | Providing, cutting, bending and fixing in position of TMT bar reinforcement in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600 | ||
| A) Foundation | 1,493 | Tonne | |
| B) Sub structure | 1,379 | Tonne | |
| C) Super structure | 686 | Tonne | |
| ERPASSES | |||
| 5d.1 | Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304 including all lifts and leads upto 1000 m. | ||
| a) In all types of soil including ordinary rock by mechanical means | 33,733 | Cum | |
| 5d.2 | Providing and constructing Geo-composite behind abutments, wing walls, retaining walls and return walls complete as per Drawings and Technical Specifications. | 1,853 | Sqm |
| 5d.3 | Providing and constructing Back Fill behind abutments, wing walls, retaining walls and return walls with selected granular material of approved quality complete as per drawings and Technical Specifications Clause 304 and 305. | Cum | |
| 5d.4 | Providing and laying PCC in foundation including centring and shuttering all complete as per Drawings and Technical Specifications Section 1500,1700, 2100. | ||
| a) PCC Grade M15 as leveling course | 1,076 | Cum | |
| 5d.8 | Providing and laying Cement Concrete in foundation including centring and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2100 (Excluding cost of steel) | ||
| a) PCC M25 | 88 | Cum | |
| b) RCC M30 | 2,868 | Cum | |
| c) RCC M35 | 1,871 | Cum | |
| 5d.9 | Providing and laying Cement Concrete in sub-structure including centring and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2200 (Excluding cost of steel) | ||
| a) PCC M25 | 27 | Cum | |
| b) RCC M30 | 2,259 | Cum | |
| c) RCC M35 | 2,202 | Cum | |
| 5d.10 | Providing and laying Reinforced Cement Concrete in Super structure complete as per Drawings and Technical Specifications Section 1700 & 2300.(Excluding cost of steel). | ||
| a) RCC M30 | 953 | Cum | |
| b) RCC M35 | 2,353 | Cum | |
| c) RCC M40 | 1,207 | Cum | |
| d) RCC M45, Cast in situ | 2,774 | Cum | |
| 5d.17 | Providing and constructing RCC crash barrier M-40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications 811,1500, 1600, 1700 and as per IRC-6. | 1,105 | Rm |
| 5d.21 | Providing, cutting, bending and fixing in position of TMT bar reinforcement in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600 | ||
| A) Foundation | 856 | Tonne | |
| B) Sub structure | 562 | Tonne | |
| C) Super structure | 608 | Tonne | |
| ROB, RUB, FLYOVER AND OVERPASS | |||
| 5e.1 | Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304 including all lifts and leads upto 1000 m. | ||
| a) In all types of soil including ordinary rock by mechanical means | 8,468 | Cum | |
| 5e.2 | Providing and constructing Geo-composite behind abutments, wing walls, retaining walls and return walls complete as per Drawings and Technical Specifications. | 770 | Sqm |
| 5e.3 | Providing and constructing Back Fill behind abutments, wing walls, retaining walls and return walls with selected granular material of approved quality complete as per drawings and Technical Specifications Clause 304 and 305. | 2,893 | Cum |
| 5e.4 | Providing and laying PCC in foundation including centring and shuttering all complete as per Drawings and Technical Specifications Section 1500,1700, 2100. | ||
| a) PCC Grade M15 as leveling course | 257 | Cum | |
| 5e.8 | Providing and laying Cement Concrete in foundation including centring and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2100 (Excluding cost of steel) | ||
| b) RCC M30 | 376 | Cum | |
| c) RCC M35 | 1,929 | Cum | |
| 5e.9 | Providing and laying Cement Concrete in sub-structure including centring and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2200 (Excluding cost of steel) | ||
| b) RCC M30 | 566 | Cum | |
| c) RCC M35 | 1,371 | Cum | |
| 5e.10 | Providing and laying Reinforced Cement Concrete in Super structure complete as per Drawings and Technical Specifications Section 1700 & 2300.(Excluding cost of steel). | ||
| b) RCC M35 | 1,250 | Cum | |
| c) RCC M40 | 143 | Cum | |
| d) RCC M45, Cast in situ | 292 | Cum | |
| 5e.12 | Providing and laying Plain Cement concrete M15 grade levelling course below approach slab as per drawings and technical specification section 1500,1700 & 2700 | 58 | Cum |
| 5e.13 | Providing and laying Reinforced Cement Concrete M-30 grade for approach slabs including cost of reinforcement complete as per Drawings and Technical Specifications Section 1500, 1600, 1700 & 2700. | 285 | Cum |
| 5e.14 | Providing and Laying wearing course comprising of 40 mm Bituminous concrete over 25mm thick mastic asphalt on top of deck slab including cost of tack coat complete as per Clause 507 & 516. | 4,037 | Sqm |
| 5e.17 | Providing and constructing RCC crash barrier M-40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications 811,1500, 1600, 1700 and as per IRC-6. | 531 | Rm |
| 5e.18 | Providing and fixing the following types of expansion joints complete as per Drawings and Technical Specifications Section 2600. | ||
| b) Strip Seal Expansion joint | 235 | Rm | |
| c) 20mm Thick Compressible Fiber Board | 128 | Rm | |
| 5e.19 | Providing and fixing galvanized Drainage Spouts along with drain pipes complete as per drawing and Technical Specifications clause 2705. | 68 | No |
| 5e.20 | Providing and fixing bearings complete as per Drawings and Technical Specifications Section 2000. | ||
| b) Spherical Bearing | 16 | No | |
| c) Tar Paper Bearings | 26 | Sqm | |
| d) Elastomeric bearing as per Technical specification clause 2005. | 4,92,800 | Cucm | |
| 5e.21 | Providing, cutting, bending and fixing in position of TMT bar reinforcement in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600 | ||
| A) Foundation | 232 | Tonne | |
| B) Sub structure | 231 | Tonne | |
| C) Super structure | 190 | Tonne | |
| 5e.22 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting all complete as per Technical Specifications Clause 1800 | 16 | Tonne |
| 5e.23 | Providing, Fabtricating and fixing in position of structural steel in composite structures complete as per drawing and Technical Specifications Section 1900 | 488 | Tonne |
| 5e.29 | Providing and fixing weep holes in abutments, wing walls and return walls etc. as per Drawings and Technical Specifications Clause 2706. | 1,522 | No |
| 5e.30 | Providing and painting with Synthetic enamel paints of approved quality on bridges with Bridge No. and Span arrangements as per IRC-7,1971 and as directed by Engineer | 4 | No |
| 5e.31 | Providing and Applying ordinary paints of approved quality on surface of parapets as per Drawings as per Technical specification clause 803 and as per the directions of the Engineer | 2,168 | Sqm |
| 5e.33 | Providing, laying and fixing of HDPE pipe of 150mm dia complete as per Drawing & Addl. Specifications. | 281 | Rm |
| DRAINAGE, PROTECTIVE WORKS AND OTHER SERVICES | |||
| 5f.2 | Providing and Laying of Geocell with turfing for slope stabilization as per Technical specification clause 705 and as directed by the Engineer | 1,22,800 | Sqm |
| 5f.3 | Providing and constructing drains to the required lines and grades as per drawing and Technical Specifications Clause 301, 309 and Section 1700 | ||
| a) Covered Drain as shown in drawing | |||
| i) Earthwork | 1,212 | Cum | |
| ii) Levelling coarse PCC M-15 | 90 | Cum | |
| iii)Walls and raft - RCC M 20 grade | 256 | Cum | |
| iv) Cover - RCC M 25 | 81 | Cum | |
| v) TMT Reinforcement | 17 | MT | |
| i) Box Shaped Drain - M-25 | 3,550 | Cum | |
| ii) Trepizoidal Shaped Drain - M-25 | 2,450 | Cum | |
| e) Median Drain -in shoulder | 27,302 | Rmt | |
| 5f.5 | Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 | 58,850 | Rmt |
| 5f.7 | Providing and Construction of water chutes with (as per IS-458-1988)300 dia RCC pipe (Semi circular) embedded in PCC M 15 including all costs of material and concreting works as per drawing and as directed by the Engineer | 3,462 | Rmt |
| 5f.9 | Providing and constructing Water harvesting unit at every 500m intervals alternatively on either side of the carriage way as per the drawings and as directed by the engineer. | 16 | Nr |
| REINFORCED EARTH AND TOE WALLS | |||
| 5g.1 | Providing and constructing RE wall including centering and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 3100 | ||
| a) Construction of Reinforced Earth structures including supply of all components with facia panels. Soil Reinforcing element, foundation beam, capping beam including treatment/ improvement/ strengthening of ground, if required, complete as per Specification and IRC : SP:102 | 8,675 | Sqm | |
| b) Providing and laying of Filter Media behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications | 4,301 | Sqm | |
| c) RE fill | 43,450 | Cum | |
| 5g.2 | Providing and construction of Toe wall complete as per the drawings and Technical Specifications 1500, 1600,1700, 2100 & 2200 as directed by the Engineer. | ||
| a) Excavation in all types of soil | 88,085 | Cum | |
| b) PCC M 15 using batching plant | 2,717 | Cum | |
| c) RCC Grade M 30 for foundation | 16,651 | Cum | |
| d) RCC Grade M 30 for stem | 11,262 | Cum | |
| e) Reinforcement | 2,093 | MT | |
| f) Weep holes | 6,360 | Nr | |
| g) Providing and laying of Filter media | 9,500 | Sqm | |
| MISCELLANEOUS | |||
| 10.01 | Providing, planting and maintaining the avenue plantation and median plantation as per Specifications | ||
| a) Planting flowering plants and shrubs in central verge | 15 | Km | |
| 10.02 | Establishing Advanced Traffic Management System (ATMS) including Highway Patrol, Ambulances, Cranes, Lighting System, emergency communication system, meteorological data system, automatic trffic counter cum classifier system etc as per guidelines confirming to latest circulars | Km | |
| 10.03 | Electrical items | 1 | LS |
| 10.06 | Additional 10 Pipe Culverts-for field channels | 10 | Nos |
| Utitliy Shifting | |||
| Electrical Utitlity Shifting work | 0.70 | Ls | |
| Water pipe line | 1.00 | Rm |
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