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| 1 | Construction of Work |
| 2 | 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.Specification Clause 302. MORD 3.5 |
| 3 | 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. MORD 3.3 |
| 4 | 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. MORD 3.4 |
| 5 | Dismentling of flexible pavements & disposel of dismentled materials upto lead of 100m stacking serviceable & un serviceable materials seperately as per Technical Specification clause 202. & Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means. MORD 2.14 |
| 6 | 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. MORD 3.15 |
| 7 | 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 Punjab PWD specifications |
| 8 | Granular Sub Base - Construction of granular sub base by Laying and consolidation of scarified / dismantled pavement material by adding 20% coarse sand as per specification, carrying the stone metal from stacks, spreaded in uniform layer on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401. MORD 4.1 |
| 9 | Granular Sub Base (Grading-I) - Construction of granular sub base by providing well graded material (Grade-I), spreaded in uniform layers on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401. MORD 4.1 |
| 10 | Water Bound Macadam (Grading -II) - Providing, laying, spreading and compacting stone aggregates 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 ype-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per MoRD Specification Clause 405. MORD 4.7 |
| 11 | Water Bound Macadam (Grading -III) -Providing, laying, spreading and compacting stone aggregates wbm GR-III) 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 3 as per MoRD Specification Clause 405. MORD 4.7 |
| 12 | Primer Coat - Providing and applying primer coat with Bitumen Emulsion (Slow Setting-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per MoRD specification clause 502. MORD 5.1 |
| 13 | Tack Coat - Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD specification clause 503. MORD 5.2 |
| 14 | Bituminous macadam -Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-10 @ 3.4% 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. M0RD 5.3 |
| 15 | Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen (VG-30) 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. MORD 5.11 |
| 16 | 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. MORD 11.1 |
| 17 | Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MORD 11.4 |
| 18 | Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203. MORD 11.5 |
| 19 | Providing Cement Concrete (Plain / Reinforced) M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MORD 11.4 |
| 20 | Providing concrete for plain/reinforced concrete RCC Grade M35 using batching plant transit mixer & Concrete pump in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORTH 12.08 H |
| 21 | Plain/reinforced cement concrete RCC Grade M35 using batching plant transit mixer & Concrete pump in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 MORTH 13.5 H |
| 22 | 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. MORD 12.9 |
| 23 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8. MORD 12.11 |
| 24 | Supplying cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawing and technical specification caluse 1002,1010 & 1202. MORD 12.7 |
| 25 | Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204. MORD 12.2 |
| 26 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701. MORD 10.5 |
| 27 | 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. MORD 12.10 |
| 28 | Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204. MORD 12.3 |
| 29 | Providing Plain Cement Concrete M-20 for Architectural Coping 395mm wide 50mm thick on top of Head walls / Wing walls complete as per drawings and technical specifications Clause 615 & 710. MORD 12.13 |
| 30 | Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101 (450 mm dia). MORD 9.3 |
| 31 | 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. MORD 10.2 Retro-reflectorised Traffic Signs 900x600mm |
| 32 | Retro-reflectorised Traffic Signs 800x600mm |
| 33 | Retro-reflectorised Traffic Signs 600x600x600mm |
| 34 | Retro-reflectorised Traffic Signs 600mm Octoganal+ Circular |
| 35 | Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with retro reflective high intensity microprismatic grade sheeting fixed over 3mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications |
| 36 | Providing and erecting Pedestrian Crossing Signs with size 600x600mm retro-reflectorised (Class A/Class B) Sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over over ACP Sheet 3.00 mm thick with area exceeding 0.36 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 1 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 37 | Providing and erecting Standard Chevron Sign Board size 500x600mm (Double sided) direction and place identification retro-reflectorised (Class A/ Class B) sign as per (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP sheet, 4.00 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 |
| 38 | Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. MS Plates 1.6 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. MS square tubes posts 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. 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 |
| 39 | Providing and fixing of typical PMGSY Logo sign board (Double Sided) as per MORD specifications and drawing. MS Plates of 1.6 mm thick duly welded on MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame welded to 1 no. MS square tubes post 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The top diamond plates (600 mm) and definition / arrow plate (1100mm x 300mm) will be welded to MS post. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. 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. MORD 10.16 |
| 40 | 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. MORD 10.10 |
| 41 | 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. MORD 10.10 |
| 42 | 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 MORD 10.10 |
| 43 | Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications. CSR 24.39 |
| 44 | 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. CSR 24.62 A |
| 45 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications. CSR 24.57 |
| 46 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels 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 MO RT&H 5th revision specifications. CSR 24.63 |
| 47 | For 1st year |
| 48 | For 2nd year |
| 49 | For 3rd year |
| 50 | For 4th year |
| 51 | For 5th year Please Enable Macros to View BoQ information |
