NH-544G · PACKAGE 2← Back To Projects
NH-544G / PACKAGE 2
| Sr. No | Description | Qty | Unit |
|---|---|---|---|
| SITE CLEARANCE AND DISMANTLING | |||
| 1.01 | Clearing and grubbing for road land complete as per Technical Specification Clause 201 | 143 | 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 | 618 | No | |
| b) Girth from 600 mm to 900 mm | 463 | No | |
| c) Girth from 900 mm to 1800 mm | 309 | No | |
| d) Girth above 1800 mm | 154 | 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 | 29,59,237 | Cum | |
| b) Ordinary Rock | 1,65,250 | 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 | 12,70,376 | 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 | Cum | ||
| b) Embankment with suitable materials deposited at site from roadway and drainage excavation | 12,04,917 | Cum | |
| From roadway excavation | 20,73,996 | Cum | |
| From borrow area | 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 road cutting | 3,32,647 | Cum | |
| a) Subgrade with approved material obtained from approved borrow areas | Cum | ||
| 2.04 | Construction of earthen shoulder with approved material complete as per drawing and Technical Specifications Clause 408 with all leads and lifts. | 35,650 | Cum |
| 2.05 | Filling of median / island complete as per Technical Specifications Clause 408. | 14,560 | Cum |
| 2.06 | Transportation and disposal of surplus/suitable material beyond initial lead all complete as per Technical Specifications Clause 201 & 301 | 5,65,000 | 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. | 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. | 1,05,950 | Cum |
| 3.03 | Providing and Construction of Cement Treated base with approved material complete as per MORTH Technical Specification Clause No. 406 | 61,000 | Cum |
| 3.03a | Geogrid | 1,25,000 | Sqm |
| 3.04 | Providing and Construction of wet mix macadam (WMM) base with approved material complete as per MORTH Technical Specification Clause No. 406 | Cum | |
| 3.05 | Providing and Construction of Aggregate Interlocking Layer (AIL) with approved material complete as per MORTH Technical Specification Clause No. 406 | 50,190 | Cum |
| PAVING COURSES | |||
| 4.01 | Providing and laying Prime coat over granular surface as per drawing and technical specifications. | 3,88,740 | 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 | 3,88,740 | 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. | 25,450 | 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. | 18,755 | Cum |
| 4.05 | Providing and laying Dry lean cement concrete (DLC) as per Table 600-1of Technical Specification Clause 601 with a minimum cement content of 150kg/Cum | 324 | 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 | 28,339 | Cum | |
| 5c.4 | Back filling behind abutments, wing walls / Retaining walls and return walls with selected granular material of approved quality complete as per drawing and Technical Specification Clause 304 and 305. | 32,400 | Cum |
| 5c.5 | Providing and laying of Filter media behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications. | 15,530 | 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. | 3,095 | 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 | 86 | Cum | |
| b) RCC Grade M 30 | 9,109 | Cum | |
| 5c.8 | Providing and Laying Reinforced cement concrete for substructure excluding cost of steel complete as per drawing and Technical Specifications Section 1500,1700, 2200. | ||
| a) RCC Grade M 25 | 10,140 | 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 | 6,820 | 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 | 4,118 | Tonne |
| 5c.11 | Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for culverts, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 – 2004. | ||
| H.P NP-4, 1200 mm Dia | 59 | Rm | |
| 5c.12 | Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Clause 2504. | 2 | Cum |
| 5c.13 | Providing and laying stone pitching in slopes complete as per drawing and Technical Specifications Clause 2504 | 4 | Cum |
| 5c.15 | Providing and fixing Weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification Clause 2706. | 23,734 | No |
| 5c.16 | Providing and laying wearing course comprising of 40mm Bituminous concrete on top of deck slab including cost of tack coat all complete as per clause 507,515 & 2702. | 7,458 | Sqm |
| 5c.18 | Providing and laying Flexible apron / Dry Stone apron complete as per Drawings and Technical Specifications 2503 | 4 | Cum |
| 5c.19 | Providing Marker Post for buried culverts including synthetic enamel painting with necessary details as per IRC: 7 and direction of Engineer. | 2 | No |
| 5c.20 | Providing and painting with Synthetic enamel paint of approved quality for Culvert numbering, Type of Culvert and Details of Span Arrangement as per IRC:7 and as directed by Engineer | 126 | No |
| 5c.21 | Providing and Applying ordinary paints of approved quality on surface of parapet of culverts as per drawing and Technical specification clause 803 and as directed by the Engineer. | 2,829 | Sqm |
| 5c.22 | Providing and fixing Tar paper bearing complete as per drawing and Technical Specifications Section 2000. | 469 | Sqm |
| 5c.23 | Providing and fixing expansion joints complete as per drawing and Technical Specifications Clause 2600. | ||
| (b) 20mm thick Compressible Fiber board joint filler in expansion joint complete as per drawing and Technical Specifications Section 2604. | 2,542 | Rm | |
| 5c.25 | Providing and constructing M 40 grade RCC crash barrier including cost of reinforcement complete as per drawing and Technical Specification Section 811, 1500, 1600, 1700 & IRC-6. | 1,411 | Rm |
| 5c.27 | Providing and Laying Plain Cement concrete M 15 grade leveling course below approach slab as per drawings and Technical Specification Section 1500, 1700 and Clause 2704. | 787 | Cum |
| 5c.28 | Providing and constructing RCC M 30 Approach Slabs including the cost of reinforcement complete as per Technical Specifications Sections 1500, 1600, 1700 and Clause 2704. | 1,636 | Cum |
| 5c.29 | Providing and fixing galvanized Drainage Spouts along with drain pipes complete as per drawing and Technical Specifications Clause 2705. | 92 | No |
| 5c.30 | Providing and painting of flood gauge on sub-structure to full height and 500 mm width as per the drawings as per Technical specification clause 803 and as per directed by the Engineer. | 167 | Rm |
| 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 | 20,794 | Cum | |
| 5b. 2 | Providing and constructing Filter media behind abutments, wing walls, retaining walls and return walls complete as per Drawings and Technical Specifications. | 4,487 | Sqm |
| 5b. 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. | 1,991 | 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 | 1,455 | Cum | |
| 5b. 5 | Bored cast-in-situ M35 grade piles excluding reinforcement complete as per drawing and technical specification section 1100 and removal of excavated earth with all leads and lifts | ||
| (a) 1200 mm dia. | Rmt | ||
| 5b. 6 | Reinforced Cement concrete for reinforced concrete in pile cap M35 grade; complete as per drawing and technical specifications section 1100 | Cum | |
| 5b. 7 | Providing and fabrication of MS liners for piles complete as per drawing and technical specification section 1100 | MT | |
| 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 | 65 | Cum | |
| b) RCC M30 | 5,413 | Cum | |
| c) RCC M35 | 1,926 | 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 | 6,439 | Cum | |
| c) RCC M35 | 1,910 | 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 | 6,877 | Cum | |
| b) RCC M35 | Cum | ||
| d) RCC M45 | Cum | ||
| 5b. 12 | Providing and laying Plain Cement concrete M15 grade levelling course below approach slab as per drawings and technical specification section 1500,1700 & 2700 | 241 | Cum |
| 5b. 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. | 500 | Cum |
| 5b. 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. | 4,634 | Sqm |
| 5b. 16 | 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. | 812 | Rm |
| 5b. 17 | Providing and fixing the following types of expansion joints complete as per Drawings and Technical Specifications Section 2600. | ||
| b) Strip Seal Expansion joint | 271 | Rm | |
| c) 20mm Thick Compressible Fiber Board | 757 | Rm | |
| 5b. 18 | Providing and fixing galvanized Drainage Spouts along with drain pipes complete as per drawing and Technical Specifications clause 2705. | 50 | No |
| 5b. 19 | Providing and fixing bearings complete as per Drawings and Technical Specifications Section 2000. | ||
| 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 | 774 | Tonne | |
| B) Sub structure | 851 | Tonne | |
| C) Super structure | 1,521 | Tonne | |
| 5b. 21 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting all complete as per Technical Specifications Clause 1800 | Tonne | |
| 5b. 23 | Providing and constructing filter material underneath the stone pitching on embankment slopes as per drawing and technical specification Clause 2504 | Cum | |
| 5b. 24 | Providing and laying Stone pitching in slopes complete as per Drawings and technical Specifications Clause 2504 | Cum | |
| 5b. 25 | Providing and laying flexible apron complete as per Drawings and technical Specifications Clause 2503 | Cum | |
| 5b. 26 | Providing and laying Rigid Apron complete as per drawing and Technical specifications Clause 2505, laid over cement concert bedding. | Cum | |
| 5b. 27 | Providing and construction of cutoff walls with PCC M15 as per drawings and technical specifications Clause 2507 and sections 1500,1700 | Cum | |
| 5b. 28 | Providing and fixing weep holes in abutments, wing walls and return walls etc. as per Drawings and Technical Specifications Clause 2706. | No | |
| 5b. 29 | Providing and painting with Synthetic enamel paints of approved quality on bridges with Bridge No. and Span arrangements as per IRC-7 and as directed by Engineer | No | |
| 5b. 30 | 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 | Sqm | |
| 5b. 31 | Providing and painting of flood gauge on sub-structure to full height and 500 mm width as per the drawings as per Technical specification clause 803 and as per directed by the Engineer. | Rm | |
| 5b. 32 | Providing, laying and fixing of HDPE pipe of 150mm dia complete as per Drawing & Addl. Specifications. | Rm | |
| UNDERPASSES | |||
| 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 | 7,379 | Cum | |
| 5d.2 | Providing and constructing Geo-composite behind abutments, wing walls, retaining walls and return walls complete as per Drawings and Technical Specifications. | 652 | 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. | 2,049 | 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 | 263 | 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 | 30 | Cum | |
| b) RCC M30 | 307 | Cum | |
| c) RCC M35 | 1,989 | 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 | 10 | Cum | |
| b) RCC M30 | 436 | Cum | |
| c) RCC M35 | 1,298 | 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 | Cum | ||
| b) RCC M35 | 735 | Cum | |
| d) RCC M45, Cast in situ | 483 | Cum | |
| 5d.12 | Providing and laying Plain Cement concrete M15 grade levelling course below approach slab as per drawings and technical specification section 1500,1700 & 2700 | 89 | Cum |
| 5d.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. | Cum | |
| 5d.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. | Sqm | |
| 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. | Rm | |
| 5d.18 | Providing and fixing the following types of expansion joints complete as per Drawings and Technical Specifications Section 2600. | ||
| b) Strip Seal Expansion joint | Rm | ||
| c) 20mm Thick Compressible Fiber Board | Rm | ||
| 5d.19 | Providing and fixing galvanized Drainage Spouts along with drain pipes complete as per drawing and Technical Specifications clause 2705. | No | |
| 5d.20 | Providing and fixing bearings complete as per Drawings and Technical Specifications Section 2000. | ||
| b) Spherical Bearing | No | ||
| c) Tar Paper Bearings | Sqm | ||
| d) Elastomeric bearing as per Technical specification clause 2005. | Cucm | ||
| 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 | 233 | Tonne | |
| B) Sub structure | 214 | Tonne | |
| C) Super structure | 138 | 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 | Cum | ||
| 5e.2 | Providing and constructing Geo-composite behind abutments, wing walls, retaining walls and return walls complete as per Drawings and Technical Specifications. | 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. | 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 | 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. | Sqm | |
| 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 | Rm | ||
| c) 20mm Thick Compressible Fiber Board | Rm | ||
| 5e.22 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting all complete as per Technical Specifications Clause 1800 | Tonne | |
| 5e.33 | Providing, laying and fixing of HDPE pipe of 150mm dia complete as per Drawing & Addl. Specifications. | 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 | 8,810 | 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 | ||
| i) Box Shaped Drain - M-25 | 5,600 | Cum | |
| ii) Trepizoidal Shaped Drain - M-25 | 4,550 | Cum | |
| c) Toe Drain | Rmt | ||
| e) Median Drain -in shoulder | 20,760 | Rmt | |
| f) RE Wall Drain | 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 | 75,800 | 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 | 15,650 | Rmt |
| 5f.8 | Providing and constructing dissipation chambers at the toe of the water chutes with M 15 grade of concrete as per the drawings and Technical Specifications 1500 & 1700 as directed by the Engineer. | Nr | |
| 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. | 25 | 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 | 14,913 | Sqm | |
| b) Providing and laying of Filter Media behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications | 8,948 | Sqm | |
| c) RE fill | 84,675 | 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 | 10,869 | Cum | |
| b) PCC M 15 using batching plant | 1,516 | Cum | |
| c) RCC Grade M 30 for foundation | 10,179 | Cum | |
| d) RCC Grade M 30 for stem | 6,580 | Cum | |
| e) Reinforcement | 830 | MT | |
| INTERCHANGES | |||
| Earthworks | |||
| 5h.1 | Clearing and grubbing for road land complete as per Technical Specification Clause 201 | Hectare | |
| 5h.2 | 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 | 85,750 | Cum | |
| b) Ordinary Rock | 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 | Cum | ||
| 5h.3 | 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 | Cum | ||
| b) Embankment with suitable materials deposited at site from roadway and drainage excavation | 39,582 | Cum | |
| c) Embankment with approved Fly ash material complete as per IRC SP 58with all leads and lifts. | 16,964 | Cum | |
| 5h.4 | 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 | 12,252 | Cum | |
| BASE COURSES | |||
| 5h.8 | Providing and Construction of Cement Treated Sub-base (Grade IV) by Mix in Place method, complete as per drawing and Technical Specifications Clause 401. | 5,381 | Cum |
| 5h.9 | Providing and Construction of Granular Sub-base (Grade VI) by Mix in Place method, complete as per drawing and Technical Specifications Clause 401. | 1,595 | Cum |
| 5h.10a | Geogrid | Sqm | |
| 5h.11 | Providing and Construction of wet mix macadam (WMM) base with approved material complete as per MORTH Technical Specification Clause No. 406 | 1,822 | Cum |
| 5h.12 | Providing and Construction of Aggregate Interlocking Layer (AIL) with approved material complete as per MORTH Technical Specification Clause No. 406 | 2,081 | Cum |
| PAVING COURSES | |||
| 5h.16 | Providing and laying Dense Bituminous Macadam (DBM with VG-40, grading-2) course complete as per MoRTH Technical Specification Clause Nos 501 & 505. | 993 | Cum |
| 5h.17 | Providing and laying Dense Bituminous Macadam (DBM with VG-40, grading-1) course complete as per MoRTH Technical Specification Clause Nos 501 & 505. | 725 | Cum |
| 5h.18 | Providing and laying Bituminous Concrete wearing course using VG-40 grade Bitumen, Grading II as per drawing and Technical Specification Clause No. 507. | 901 | Cum |
| 5h.19 | Providing and laying Bituminous Concrete wearing course using VG-40 gradeBitumen, Grading I as per drawing and Technical Specification Clause No. 507. | Cum | |
| Structure | |||
| a) In all types of soil including ordinary rock by mechanical means | 3,202 | Cum | |
| a) PCC Grade M15 as leveling course | 117 | Cum | |
| 5h.29 | 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 | 36 | Cum | |
| c) RCC M35 | 814 | Cum | |
| 5h.30 | 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) | ||
| c) RCC M35 | 716 | Cum | |
| 5h.31 | 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 | 490 | Cum | |
| d) RCC M45, Cast in situ | 727 | Cum | |
| 5h.33 | Providing and laying Plain Cement concrete M15 grade levelling course below approach slab as per drawings and technical specification section 1500,1700 & 2700 | 84 | Cum |
| 5h.34 | 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. | 488 | Cum |
| 5h.35 | 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. | 2,784 | Sqm |
| 5h.38 | 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. | 476 | Rm |
| 5h.39 | Providing and fixing the following types of expansion joints complete as per Drawings and Technical Specifications Section 2600. | ||
| b) Strip Seal Expansion joint | 120 | Rm | |
| c) 20mm Thick Compressible Fiber Board | 116 | Rm | |
| 5h.40 | Providing and fixing galvanized Drainage Spouts along with drain pipes complete as per drawing and Technical Specifications clause 2705. | 28 | No |
| 5h.41 | Providing and fixing bearings complete as per Drawings and Technical Specifications Section 2000. | ||
| a) Pot Bearing as per Technical specification clause 2006. | 40 | No | |
| c) Tar Paper Bearings | 35 | Sqm | |
| 5h.42 | 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 | 82 | Tonne | |
| B) Sub structure | 90 | Tonne | |
| C) Super structure | 133 | Tonne | |
| 5h.43 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting all complete as per Technical Specifications Clause 1800 | 40 | Tonne |
| 5h.45 | Providing and constructing filter material underneath the stone pitching on embankment slopes as per drawing and technical specification Clause 2504 | Cum | |
| 5h.46 | Providing and laying Stone pitching in slopes complete as per Drawings andtechnical Specifications Clause 2504 | Cum | |
| 5h.51 | 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 |
| 5h.52 | 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 | 1,166 | Sqm |
| 5h.54 | Providing, laying and fixing of HDPE pipe of 150mm dia complete as per Drawing & Addl. Specifications. | 132 | Rm |
| Drainage and Slope protection | |||
| 5h.55 | Providing and laying Plain Cement Concrete M 20 kerb as per drawing and Technical Specifications Clauses 408 and Section 1700 | ||
| a) M-20 Grade Median Kerb "A" Type Section over WMM | 3,428 | Rm | |
| c) L Type kerb | Rm | ||
| 5h.56 | Providing and laying kerb painting with ordinary paints grade-I (IS:164) complete as per drawing and Technical Specifications Clause 803 | 2,280 | Sqm |
| 5h.57 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per Technical specification clause 307 | 7,990 | Sqm |
| 5h.58 | Providing and Laying of Geocell with turfing for slope stabilization as per Technical specification clause 705 and as directed by the Engineer | 5,296 | Sqm |
| 5h.59 | Providing and constructing drains to the required lines and grades as per drawingand Technical Specifications Clause 301, 309 and Section 1700 | ||
| Toe Drain | Rmt | ||
| 5h.60 | Providing, planting and maintaining the avenue plantation and median plantationas per Specifications | ||
| a) Planting flowering plants and shrubs in central verge | Km | ||
| b) Maintenance of flowering plants and shrubs in central verge for one year | Km | ||
| 5h.61 | 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 | Rmt | |
| 5h.62 | Providing and constructing dissipation chambers at the toe of the water chuteswith M 15 grade of concrete as per the drawings and Technical Specifications1500 & 1700 as directed by the Engineer. | Nr | |
| Road Signs and Safety | |||
| 5h.64 | 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 | Rmt | |
| 5h.65 | Providing and laying boundary wall including cost of reinforcement complete asper drawing and Technical Specifications | Rmt | |
| 5h.66 | Crash barrier indicators | Nr | |
| JUNCTIONS | |||
| 6.01 | Rumble strip | Sqm | |
| 6.02 | Providing and laying of a reinforced cement concrete pipe duct, 600 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 and approved drawings. | Rmt | |
| 6.02 | Construction of Box culvert at Junction crossings for Longitudinal Drainage | Rmt | |
| TOLL PLAZA | |||
| 7.01 | Providing Toll Booths without Plaza complete as per drawing, manual and including arrangement for electric supply, all electrical items like fans, lights, socket receptacles, and complete circuit wiring with requisite earthing, providing fire alarm and fighting system like smoke detector, electric hooter multi zone control & repeater panel with battery backup, cabling and CO2 hand extinguisher, providing water supply including all pipes, fittings, tanks, tube wells, pumps, valves etc. complete, septic tank, sewer lines, drains, compound wall fencing etc confirming to latest circulars | 6 | |
| 7.02 | Toll admin Buildings | 675 | Sqm |
| TRAFFIC SIGNS, MARKINGS AND APPURTENANCES | |||
| 9.01 | Providing and laying Plain Cement Concrete M 20 kerb as per drawing and Technical Specifications Clauses 408 and Section 1700 | ||
| a) M-20 Grade Median Kerb "A" Type Section over WMM | 272 | Rmt | |
| c) L Type kerb | 10,931 | Rmt | |
| 9.02 | Providing and laying kerb painting with ordinary paints grade-I (IS:164) complete as per drawing and Technical Specifications Clause 803 | 7,337 | Sqm |
| 9.03 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc | ||
| 5th kilometre stone (precast) | 10 | Nr | |
| Ordinary kilometer stone (precast) | 44 | Nr | |
| Hectometer stone (precast) | 214 | Nr | |
| 9.04 | Providing and laying boundary wall including cost of reinforcement complete as per drawing and Technical Specifications | 7,100 | Rmt |
| 9.06 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per clause 803 | ||
| a) Lane/ Centre line/ Edge marking/ Transverse marking and any other marking | 14,550 | Sqm | |
| 9.07 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per section 800 | ||
| Informatory signs | |||
| a) Facility information minimum size of 800mm x 600 mm | 16 | Nr | |
| Cautionary signs | |||
| a) Triangular 900mm side | 340 | Nr | |
| b) Chevron boards at curves | 155 | Nr | |
| Mandatory signs, size | |||
| b) 900 mm traingular | 10 | Nr | |
| 9.08 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans | ||
| a) Overhead Tubular Gantry Signs with retro reflective sheeting | 14 | Nr | |
| b) Cantilever sign board | 2 | Nr | |
| 9.09 | Providing and fixing road delineators, studs etc complete as per drawing and Technical Specifications Clause 805 and as directed by Engineer | ||
| a) Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. | 128 | Nr | |
| b) Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 | 4,707 | Nr | |
| c) Crash barrier indicators | 1,672 | Nr | |
| 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 | 17 | Km | |
| b) Maintenance of flowering plants and shrubs in central verge for one year | 17 | Km | |
| c) Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | Nr | ||
| 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 | 1.00 | LS |
| 10.04 | Rest Area | 0.40 | Nos |
| 10.06 | Additional 10 Pipe Culverts-for field channels | 10 | Nos |
| UTILITY SHIFTING | |||
| Electrical Utitlity Shifting work | 1.00 | Ls | |
| Water pipe line | 160 | Rm |
Back to monthly reports
