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| 1 | Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 2 | Dismentling of Existing Brick Edging complete in all respect. Including stacking of servicable material and disposal of unservicable material as per CSR - 8.5 (i) |
| 3 | Dismantling of flexible pavements and disposal of dismantled materails upto a lead of 100 m stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. |
| 4 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 5 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 |
| 6 | 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 7 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead as per MoRD Specification clause 301.5 |
| 8 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Technical specifications |
| 9 | Stabilized Sub Base 100 mm: Stabilized Sub-base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% crushed aggregate / GSB Grade 2 as per mix design. Application: (1) Spread, rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 200 mm. Mix aggregates 40% as per mix design in soil. (2) Spread Cement 4% by weight of soil & aggregate mix and scrify with rotavator for mixing thoroughly. (3) Apply 1.0 kg /cum organosilane Nanotechnology and 1.0 kg /cum nano acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose soil-aggregate-cement mixes. Scarify the treated material with rotavator and grade it with grader and do light compaction with vibratory compactor. (4) Spread 20 mm and down size aggregates on the graded soil-aggregate-cement surface to form 20-25 mm thick soil-aggregate layer.(5).Compact the stabilized soil-cement-aggregate base with stone embedded layer with 8 to 10 tonne vibratory roller to achieve the desired density.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. |
| 10 | Stabilized Base 100 mm : Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% crushed aggregate / GSB Grade 2 as per mix design. Application: (1) Spread, rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates 40% as per mix design in soil. (2) Spread Cement 4% by weight of soil & aggregate mix and scrify with rotavator for mixing thoroughly. (3) Apply 1 kg /cum organosilane Nanotechnology and 1 kg /cum nano acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose soil-aggregate-cement mixes. Scarify the treated material with rotavator and grade it with grader and do light compaction with vibratory compactor. (4) Spread 20 mm and down size aggregates on the graded soil-aggregate-cement surface to form 20-25 mm thick soil-aggregate layer.(5).Compact the stabilized soil-cement-aggregate base with stone embedded layer with 8 to 10 tonne vibratory roller to achieve the desired density.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. |
| 11 | Surface Waterproofing (Terrasil+Zycobond+Water) : Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (<1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology: 1 kg nano acrylic co-polymer : 200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge. |
| 12 | Water Bound Macadam (Grading - III) -Providing, laying, spreading and compacting stone aggregates wbm GR-II) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRD Specification Clause 405. |
| 13 | Prime Coat with Nanotechnology: - Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (<1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 kg per sqm on compacted prepared surface (WBM/WMM) base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. |
| 14 | Tack Coat with Nanotechnology : - Providing and applying tack coat with Bitumen (VG-10) dosed with organosilane nanotechnology @ 0.1% by weight of bitumen using Pressure distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Providing and applying tack coat with Bitumen (VG-10) dosed with organosilane nanotechnology @ 0.1% by weight of bitumen using Pressure distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 15 | Bituminous Macadam with Nanotechnology: -Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder dosed with organosilane nanotechnology @ 0.1% by weight of bitumen binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. |
| 16 | Mix Seal Surfacing with Nanotechnology (Mix Seal Surface) :- Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness with Organosilane Nanotechnology @ 0.1% by wt of bitumen binder composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 |
| 17 | Credit of Bricks (3rd Class) received after dismentling |
| 18 | Credit of Brick bats received after dismentling |
| 19 | Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material |
| 20 | Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 21 | Providing and laying reinforced cement concrete pipe NP3 450 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 22 | Providing Coursed Rubble masonry (2nd sort) Stone masonry in cement mortar 1:4 for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 23 | Providing Coursed Rubble masonry Stone masonry in cement mortar 1:5 for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 24 | Raised Pointing with cement mortar (1:2) on Stone wall in substructure as per CSR 15.64 |
| 25 | Providing Cement Concrete (Plain / Reinforced) P.C.C. grade M 20 in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 26 | Providing Cement Concrete (Plain / Reinforced) M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 27 | Providing and laying reinforced cement concrete R.C.C M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 28 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701. |
| 29 | Providing weephole in brick masonry / stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slop of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614,709,1204.3.7 |
| 30 | Supplying of fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications clause 1204.3.8 |
| 31 | Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204 |
| 32 | Supplying, fitting and placing HYSD bar reinforcement in Super Structure complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 33 | 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 |
| 34 | Reinforced Cement Concrete M15 grade 5th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 35 | Reinforced Cement Concrete M15 grade ordinary kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703 |
| 36 | Reinforced Cement Concrete M15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703 |
| 37 | Supply & Fixing of 250 mm dia NP Type-II pipe Boundary Pillar complete as per drawing & technical specification clause 1704 |
| 38 | Supplying and fixing of Logo Board of PMGSY double Sided (Logo board at starting point & Intermediate distance) with Vertical Post MS Square Tube 80x80x4.80mm,Defination & Diamond Plate of ACP Sheet 3mm thick back side angle iron 25x25x3mm with Retro Reflective Tape type IV including cutting, lettering, Fixing comp. in all respects. |
| 39 | Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 40 | Providing and fixing of PMGSY Citizen Informatory board ( A & B) as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-20 grade blocks of Size 450mm x 450mm x 600mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 41 | Providing and fixing of PMGSY Maintenance Information board as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick with base plate 300x300x5mm duly embedded in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 42 | Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications |
| 43 | Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and MoRD Specification Clause 801 |
| 44 | 600mm equilateral triangle |
| 45 | 600 mm side Circular |
| 46 | 600x600 mm Square |
| 47 | 600x450mm rectangular |
| 48 | 800x600mm rectangular direction & identification sign board |
| 49 | Hazard Marker Sign Board 300x900mm Rectangular |
| 50 | 600x900mm rectangular direction & identification sign board |
| 51 | Providing and fixing Standard Chevron Sign Board size 500x600 mm (Double sided) |
| 52 | Supply, Installation & Fixing of Convex Mirror on Link Roads |
| 53 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface comp. as per MORD Specifications. |
| 54 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflectivepanels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. |
| 55 | Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the conforming of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting on in white color shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100mm and shall extend not more than 300 mm below the ground while being installed. The delineators meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired be site engineer. |
| 56 | Routine Maintenance after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 57 | For 1st year |
| 58 | For 2nd year |
| 59 | For 3rd year |
| 60 | For 4th year |
| 61 | For 5th year Please Enable Macros to View BoQ information |
