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| Sl. No. | Item Description |
| 1 | Mukerian Talwara Road To Manser Hajipur Road Via. Handwal Dhade Katwal Bhavnali, Package No:-PB-07-0316 |
| 2 | 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. |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 5 | 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 lead upto 10.00 kms as per Technical Specification clause 301.5 |
| 6 | 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 as per Technical Specification clause 302. |
| 7 | Construction of embankment with approved materials deposited at site from roadway cutting and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification clause 301.5 |
| 8 | Preparation of Foundation for embankment - Loosing, Levelling and Compacting origional Ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm,complete as per Technical specification clause 301.4.1 |
| 9 | Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 |
| 10 | Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 (Relaying of material to be recieved from scarification) |
| 11 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base/ base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion etc as per table 400.11 and 400.12 and technical specification clause 406. |
| 12 | Providing and applying primer coat with bitumen emulsion (SS-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 Technical specification clause 502 |
| 13 | 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 Technical specification clause 503 |
| 14 | Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed (Type-B) 13.2 mm to 0.09 mm (Type-B) aggregates 0.338 cum/10sqm using penetration grade bitumen(VG-30)@23.75 kg per 10 sqm 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 (MSS) including all leads, lifts & carriage of materials complete as per satisfaction of Engineer-in-charge. |
| 15 | Full Depth Reclamation (FDR)Stabilisation of in-situ (existing pavement crust) or soil or otherwise sub base/base course up to the required depth by cold in-situ recycling using cement and chemical additives/otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job in mix design in accordance with IRC-SP-72 2015, I RC-37-2012 & 2018 and IRC SP 89 (part-II) 2018. Cementitious additive @ rate of a as per DNIT and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self-propelled stabilizer/reclaimer of working width of 2.4 m and with minimum engine horsepower 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire insitu process would be carried out in single pass with milling and pulverising of damaged asphalt pavement/soil/ aggregates/soi1-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller should be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UC’S) of’ stabilized subbase/base should be 4.5 to 7 MPa after 7/28 days of curing as per IRC-SP-72-2015, IRC-37-2012 & 2018 Also durability aspects (wet-dry cycles) of stabilized subbase should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipment to be used are binder spreader- water Tanker - Additive Truck - Recycler - Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne).Rate for Technology Layer (Taking daily average output of 625 cum (1375 tonne)/2500sq. per for |
| 16 | Providing and laying of a stress absorbing membrane (SAMI) Interlayer bitumen impregnated geotextile layer over a prepared cement treated base course after cleaning road surface with a mechanical broom, geotextile confirming to physical requirement of clause 703-3, laid over tack coat of VG-10 at the rate of 10.5 kg per 10 sqm over thoroughly cleaned and repaired suface to provide a water resistance membrane and crack retarding layer paving fabric to be laid before cooling of tack coat, brooming and rolling of surface with pneumatric roller to maximise paving fabric contact with pavement surface. |
| 17 | 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 |
| 18 | Providing and laying bituminous concrete VG-30 fully electronic and computerized Hot Mix Plant (40 to 60 TP Capacity) using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of 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. 509 complete in all respects |
| 19 | Cement Concrete Pavement - Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, |
| 20 | Markings of centre line, Zebra lines with hot applied thermoplastic road marking paint material conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (upto date revision) |
| 21 | Structure Work (Hume Pipe Culverts, Slab Type Culverts, Side Drains, Retaining Walls & Toe Walls etc.) - Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification clause 300 |
| 22 | 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 lead upto 10.00 kms as per Technical Specification clause 301.5 |
| 23 | Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 |
| 24 | Providing and laying reinforced cement concrete pipe NP3 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 600 mm dia Clause 1106. |
| 25 | Providing concrete for plain concrete in open foundations grade M-10 (Nominal Mix 1:3:6) complete as per drawings and technical specification clause 802, 803, 1202 & 1203 |
| 26 | Brick, Masonry work in cement mortar in foundation and plinth complete excluding pointing and plastering In cement mortar 1:3 as per drawing and technical specification clauses 600, 1202 & 1203. |
| 27 | Brick, Masonry work in cement mortar in foundation and plinth complete excluding pointing and plastering In cement mortar 1:4 as per drawing and technical specification clauses 600, 1202 & 1203. |
| 28 | Stone masonry in cement mortar 1:5 for substructure complete as per drawing & technical technical specifications clauses 702,704,1202 & 1204. |
| 29 | Reinforced cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - P.C.C grade M 20 |
| 30 | Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20 |
| 31 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 & 1205.5. R.C.C grade M 25 |
| 32 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 33 | Pointing with cement mortar 1:3 (Deep variety) on brick work as per drawing and Technical specification clause 613.3 and 1204 |
| 34 | 15 mm thick cement plastering on brick work in sub structure as per technical specification clauses 613.4 and 1204 - With cement mortar 1:4 |
| 35 | Providing and fixing in position 20mm thick pre moulded joint filler in expansion joints for fixed ends of simply supported spans covered with sealant complete as per drawing and technical specification clause 1200. |
| 36 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing technical specification clause 1301. |
| 37 | Providing and Laying filter Media with granular crushed aggregates as per specification to a thickness of not less than 600mm 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 specifications clause 1204.3.8 |
| 38 | 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 |
| 39 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 |
| 40 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 41 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 42 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 43 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. - Brick/Tile Work in cement mortar |
| 44 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. - RCC work |
| 45 | Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory 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 ACP Sheet 3.00 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 46 | Retro-reflectorised Regulatory Traffic Signs circular 600 mm Boards on Sharp curves - Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory 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 3.00 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 47 | Direction and Place Identification signs with size 900x600mm - Providing and erecting direction and place identification 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 0.9 sqm supported on mild steel angle iron posts 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 approved drawing and Technical Specification Clause 1701 |
| 48 | Direction and Place Identification signs with size 600x450mm - Providing and erecting direction and place identification 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 0.9 sqm supported on mild steel angle iron posts 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 approved drawing and Technical Specification Clause 1701 |
| 49 | Direction and Place Identification signs with size 1200x900mm - Providing and erecting direction and place identification 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 4 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 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 approved drawing and Technical Specification Clause 1701 |
| 50 | Providing and fixing of typical PMGSY informatory sign board with Logo - Providing and fixing of typical PMGSY informatory sign board with Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3 mm thick, top and middle plate duly ribbted with MS flat iron 25mm x 5m size on back on edges. The lower ACP plate 4 mm will be ribbted with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) 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 |
| 51 | Providing and fixing of Standard PMGSY Logo Sign Board Double Sided - Providing and fixing of typical PMGSY Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape(Class A/Class B) 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 |
| 52 | Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance Board - Providing and fixing of typical PMGSY Citizen informatory sign board as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4 mm thick duly ribbted with MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) 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 |
| 53 | Hazard Marker sign board 300x900mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm 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 |
| 54 | Chevron Sign Board 500x600mm (Double board at a site) - Providing and erecting 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 over ACP Sheet 3.00 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 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 750 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 55 | Road Furniture Providing and fixing 5th Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 56 | Providing and fixing Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 57 | Providing and fixing 200m stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 58 | Providing and fixing of boundary pillars of standard design as per drawing and Technical Specification Clause 1704 |
| 59 | Providing and fixing of road stud 100 x 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 holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 60 | 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 |
| 61 | NH44 (Mukerian) to Mukerian Naushera Gurdaspur Road (MDR-68) at Naushera Pattan via Ghallian Toor, Package No:-PB-07-0317 |
| 62 | 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. |
| 63 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 64 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 65 | 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 lead upto 10.00 kms as per Technical Specification clause 301.5 |
| 66 | 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 as per Technical Specification clause 302. |
| 67 | Construction of embankment with approved materials deposited at site from roadway cutting and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification clause 301.5 |
| 68 | Preparation of Foundation for embankment - Loosing, Levelling and Compacting origional Ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm,complete as per Technical specification clause 301.4.1 |
| 69 | Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 |
| 70 | Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 (Relaying of material to be recieved from scarification) |
| 71 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base/ base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion etc as per table 400.11 and 400.12 and technical specification clause 406. |
| 72 | Providing and applying primer coat with bitumen emulsion (SS-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 Technical specification clause 502 |
| 73 | 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 Technical specification clause 503 |
| 74 | Bituminous Macadam ( with VG-30 bitumen) - Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-30, transported to site and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. |
| 75 | Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed (Type-B) 13.2 mm to 0.09 mm (Type-B) aggregates 0.338 cum/10sqm using penetration grade bitumen(VG-30)@23.75 kg per 10 sqm 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 (MSS) including all leads, lifts & carriage of materials complete as per satisfaction of Engineer-in-charge. |
| 76 | Full Depth Reclamation (FDR)Stabilisation of in-situ (existing pavement crust) or soil or otherwise sub base/base course up to the required depth by cold in-situ recycling using cement and chemical additives/otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job in mix design in accordance with IRC-SP-72 2015, I RC-37-2012 & 2018 and IRC SP 89 (part-II) 2018. Cementitious additive @ rate as per DNIT and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self-propelled stabilizer/reclaimer of working width of 2.4 m and with minimum engine horsepower 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire insitu process would be carried out in single pass with milling and pulverising of damaged asphalt pavement/soil/ aggregates/soi1-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller should be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UC’S) of’ stabilized subbase/base should be 4.5 to 7 MPa after 7/28 days of curing as per IRC-SP-72-2015, IRC-37-2012 & 2018 Also durability aspects (wet-dry cycles) of stabilized subbase should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipment to be used are binder spreader- water Tanker - Additive Truck - Recycler - Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne).Rate for Technology Layer (Taking daily average output of 625 cum (1375 tonne)/2500sq. per for |
| 77 | Providing and laying of a stress absorbing membrane (SAMI) Interlayer bitumen impregnated geotextile layer over a prepared cement treated base course after cleaning road surface with a mechanical broom, geotextile confirming to physical requirement of clause 703-3, laid over tack coat of VG-10 at the rate of 10.5 kg per 10 sqm over thoroughly cleaned and repaired suface to provide a water resistance membrane and crack retarding layer paving fabric to be laid before cooling of tack coat, brooming and rolling of surface with pneumatric roller to maximise paving fabric contact with pavement surface. |
| 78 | 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 |
| 79 | Providing and laying bituminous concrete VG-30 fully electronic and computerized Hot Mix Plant (40 to 60 TP Capacity) using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of 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. 509 complete in all respects |
| 80 | Markings of centre line, Zebra lines with hot applied thermoplastic road marking paint material conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (upto date revision) |
| 81 | Structure Work (Hume Pipe Culverts, Slab Type Culverts, Side Drains, Retaining Walls & Toe Walls etc.) - Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification clause 300 |
| 82 | Providing and laying reinforced cement concrete pipe NP3 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 600 mm dia Clause 1106. |
| 83 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 grade M-10 (Nominal Mix 1:3:6) |
| 84 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 PCC grade M-20 (Nominal Mix 1:2:4) |
| 85 | Providing Plain Cement Concrete M-20 ( 1:2:4) architectiral coping on the top of wing wall, return wall etc. complete as per drawing and technical specifications clauses 615, 710 & 1204.3.11. |
| 86 | Brick, Masonry work in cement mortar in foundation and plinth complete excluding pointing and plastering as per drawing and technical specification clauses 600, 1202 & 1203. In cement mortar 1:3 |
| 87 | Brick, Masonry work in cement mortar in foundation and plinth complete excluding pointing and plastering as per drawing and technical specification clauses 600, 1202 & 1203. In cement mortar 1:4 |
| 88 | Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20 |
| 89 | Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 25 |
| 90 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 91 | Pointing with cement mortar 1:3 (Deep variety) on brick work as per drawing and Technical specification clause 613.3 and 1204 |
| 92 | 15 mm thick cement plastering on brick work in sub structure as per technical specification clauses 613.4 and 1204 - With cement mortar 1:4 |
| 93 | Providing and fixing in position 20mm thick pre moulded joint filler in expansion joints for fixed ends of simply supported spans covered with sealant complete as per drawing and technical specification clause 1200. |
| 94 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing technical specification clause 1301. |
| 95 | Providing and Laying filter Media with granular crushed aggregates as per specification to a thickness of not less than 600mm 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 specifications clause 1204.3.8 |
| 96 | 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 |
| 97 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 |
| 98 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 99 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 100 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. - Brick/Tile Work in cement mortar |
| 101 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. - RCC work |
| 102 | Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory 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 ACP Sheet 3.00 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 103 | Retro-reflectorised Regulatory Traffic Signs circular 600 mm Boards on Sharp curves - Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory 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 3.00 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 104 | Direction and Place Identification signs with size 900x600mm - Providing and erecting direction and place identification 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 0.9 sqm supported on mild steel angle iron posts 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 approved drawing and Technical Specification Clause 1701 |
| 105 | Direction and Place Identification signs with size 600x450mm - Providing and erecting direction and place identification 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 0.9 sqm supported on mild steel angle iron posts 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 approved drawing and Technical Specification Clause 1701 |
| 106 | Direction and Place Identification signs with size 1200x900mm - Providing and erecting direction and place identification 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 4 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 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 approved drawing and Technical Specification Clause 1701 |
| 107 | Providing and fixing of typical PMGSY informatory sign board with Logo - Providing and fixing of typical PMGSY informatory sign board with Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3 mm thick, top and middle plate duly ribbted with MS flat iron 25mm x 5m size on back on edges. The lower ACP plate 4 mm will be ribbted with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) 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 |
| 108 | Providing and fixing of Standard PMGSY Logo Sign Board Double Sided - Providing and fixing of typical PMGSY Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape(Class A/Class B) 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 |
| 109 | Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance Board - Providing and fixing of typical PMGSY Citizen informatory sign board as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4 mm thick duly ribbted with MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) 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 |
| 110 | Hazard Marker sign board 300x900mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm 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 |
| 111 | Chevron Sign Board 500x600mm (Double board at a site) - Providing and erecting 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 over ACP Sheet 3.00 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 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 750 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 112 | Road Furniture Providing and fixing 5th Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 113 | Providing and fixing Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 114 | Providing and fixing 200m stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 115 | Providing and fixing of boundary pillars of standard design as per drawing and Technical Specification Clause 1704 |
| 116 | Providing and fixing of road stud 100 x 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 holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 117 | 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 |
| 118 | NH-44 Khudda To Tahli Chowk via Khun Khun Kalan, Package No.PB070320 |
| 119 | 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. |
| 120 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 121 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 122 | 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 lead upto 10.00 kms as per Technical Specification clause 301.5 |
| 123 | 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 as per Technical Specification clause 302. |
| 124 | Construction of embankment with approved materials deposited at site from roadway cutting and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification clause 301.5 |
| 125 | Preparation of Foundation for embankment - Loosing, Levelling and Compacting origional Ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm,complete as per Technical specification clause 301.4.1 |
| 126 | Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 |
| 127 | Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 (Relaying of material to be recieved from scarification) |
| 128 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base/ base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion etc as per table 400.11 and 400.12 and technical specification clause 406. |
| 129 | Providing and applying primer coat with bitumen emulsion (SS-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 Technical specification clause 502 |
| 130 | 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 Technical specification clause 503 |
| 131 | Bituminous Macadam ( with VG-30 bitumen) - Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-30, transported to site and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. |
| 132 | Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed (Type-B) 13.2 mm to 0.09 mm (Type-B) aggregates 0.338 cum/10sqm using penetration grade bitumen(VG-30)@23.75 kg per 10 sqm 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 (MSS) including all leads, lifts & carriage of materials complete as per satisfaction of Engineer-in-charge. |
| 133 | Full Depth Reclamation (FDR)Stabilisation of in-situ (existing pavement crust) or soil or otherwise sub base/base course up to the required depth by cold in-situ recycling using cement and chemical additives/otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job in mix design in accordance with IRC-SP-72 2015, I RC-37-2012 & 2018 and IRC SP 89 (part-II) 2018. Cementitious additive @ rate as per DNIT and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self-propelled stabilizer/reclaimer of working width of 2.4 m and with minimum engine horsepower 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire insitu process would be carried out in single pass with milling and pulverising of damaged asphalt pavement/soil/ aggregates/soi1-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller should be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UC’S) of’ stabilized subbase/base should be 4.5 to 7 MPa after 7/28 days of curing as per IRC-SP-72-2015, IRC-37-2012 & 2018 Also durability aspects (wet-dry cycles) of stabilized subbase should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipment to be used are binder spreader- water Tanker - Additive Truck - Recycler - Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne).Rate for Technology Layer (Taking daily average output of 625 cum (1375 tonne)/2500sq. per for |
| 134 | Providing and laying of a stress absorbing membrane (SAMI) Interlayer bitumen impregnated geotextile layer over a prepared cement treated base course after cleaning road surface with a mechanical broom, geotextile confirming to physical requirement of clause 703-3, laid over tack coat of VG-10 at the rate of 10.5 kg per 10 sqm over thoroughly cleaned and repaired suface to provide a water resistance membrane and crack retarding layer paving fabric to be laid before cooling of tack coat, brooming and rolling of surface with pneumatric roller to maximise paving fabric contact with pavement surface. |
| 135 | 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 |
| 136 | Providing and laying bituminous concrete VG- 30 fully electronic and computerized Hot Mix Plant (40 to 60 TP Capacity) using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of 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. 509 complete in all respects |
| 137 | Markings of centre line, Zebra lines with hot applied thermoplastic road marking paint material conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (upto date revision) |
| 138 | Structure Work (Hume Pipe Culverts, Slab Type Culverts, Side Drains, Retaining Walls & Toe Walls etc.) - Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification clause 300 |
| 139 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 grade M-10 (Nominal Mix 1:3:6) |
| 140 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 PCC grade M-20 (Nominal Mix 1:2:4) |
| 141 | Brick, Masonry work in cement mortar in foundation and plinth complete excluding pointing and plastering as per drawing and technical specification clauses 600, 1202 & 1203. In cement mortar 1:3 |
| 142 | Brick, Masonry work in cement mortar in foundation and plinth complete excluding pointing and plastering as per drawing and technical specification clauses 600, 1202 & 1203. In cement mortar 1:4 |
| 143 | Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20 |
| 144 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 & 1205.5. R.C.C grade M 25 |
| 145 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 146 | 15 mm thick cement plastering on brick work in sub structure as per technical specification clauses 613.4 and 1204 - With cement mortar 1:4 |
| 147 | Providing and fixing in position 20mm thick pre moulded joint filler in expansion joints for fixed ends of simply supported spans covered with sealant complete as per drawing and technical specification clause 1200. |
| 148 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing technical specification clause 1301. |
| 149 | Providing and Laying filter Media with granular crushed aggregates as per specification to a thickness of not less than 600mm 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 specifications clause 1204.3.8 |
| 150 | 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 |
| 151 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 |
| 152 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 153 | Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory 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 ACP Sheet 3.00 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 154 | Retro-reflectorised Regulatory Traffic Signs circular 600 mm Boards on Sharp curves - Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory 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 3.00 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 155 | Direction and Place Identification signs with size 900x600mm - Providing and erecting direction and place identification 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 0.9 sqm supported on mild steel angle iron posts 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 approved drawing and Technical Specification Clause 1701 |
| 156 | Direction and Place Identification signs with size 600x450mm - Providing and erecting direction and place identification 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 0.9 sqm supported on mild steel angle iron posts 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 approved drawing and Technical Specification Clause 1701 |
| 157 | Providing and fixing of typical PMGSY informatory sign board with Logo - Providing and fixing of typical PMGSY informatory sign board with Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3 mm thick, top and middle plate duly ribbted with MS flat iron 25mm x 5m size on back on edges. The lower ACP plate 4 mm will be ribbted with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) 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 |
| 158 | Providing and fixing of Standard PMGSY Logo Sign Board Double Sided - Providing and fixing of typical PMGSY Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape(Class A/Class B) 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 |
| 159 | Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance Board - Providing and fixing of typical PMGSY Citizen informatory sign board as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4 mm thick duly ribbted with MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) 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 |
| 160 | Hazard Marker sign board 300x900mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm 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 |
| 161 | Chevron Sign Board 500x600mm (Double board at a site) - Providing and erecting 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 over ACP Sheet 3.00 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 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 750 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 162 | Road Furniture Providing and fixing 5th Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 163 | Providing and fixing Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 164 | Providing and fixing 200m stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. |
| 165 | Providing and fixing of boundary pillars of standard design as per drawing and Technical Specification Clause 1704 |
| 166 | Providing and fixing of road stud 100 x 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 holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 167 | 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 |
| 168 | UPGRADATION OF MUKERIAN TALWARA ROAD TO MANSER HAJIPUR ROAD VIA. HANDWAL DHADE KATWAL BHAVNALI, Package No:-PB070316. Maintenance cost (FDR) for 5 years With GST |
| 169 | For 1st year maintenance |
| 170 | For 2nd year maintenance |
| 171 | For 3rd year maintenance |
| 172 | For 4th year maintenance |
| 173 | For 5th year maintenance |
| 174 | UPGRADATION OF MUKERIAN TALWARA ROAD TO MANSER HAJIPUR ROAD VIA. HANDWAL DHADE KATWAL BHAVNALI, Package No:-PB070316. Maintenance cost (Conventional) for 5 years With GST |
| 175 | For 1st year maintenance |
| 176 | For 2nd year maintenance |
| 177 | For 3rd year maintenance |
| 178 | For 4th year maintenance |
| 179 | For 5th year maintenance |
| 180 | UPGRADATION OF NH44 (Mukerian) to Mukerian Naushera Gurdaspur Road (MDR-68) at Naushera Pattan via Ghallian Toor, Package No:-PB070317 Maintenance cost (FDR) for 5 years With GST |
| 181 | For 1st year maintenance |
| 182 | For 2nd year maintenance |
| 183 | For 3rd year maintenance |
| 184 | For 4th year maintenance |
| 185 | For 5th year maintenance |
| 186 | UPGRADATION OF NH44 (Mukerian) to Mukerian Naushera Gurdaspur Road (MDR-68) at Naushera Pattan via Ghallian Toor, Package No:-PB070317 Maintenance cost (Conventional) for 5 years With GST |
| 187 | For 1st year maintenance |
| 188 | For 2nd year maintenance |
| 189 | For 3rd year maintenance |
| 190 | For 4th year maintenance |
| 191 | For 5th year maintenance |
| 192 | Upgradation of NH-44 KHUDDA TO TAHLI CHOWK VIA. KHUN KHUN KALAN, Package No:-PB070320, Maintenance cost (FDR) for 5 years With GST |
| 193 | For 1st year maintenance |
| 194 | For 2nd year maintenance |
| 195 | For 3rd year maintenance |
| 196 | For 4th year maintenance |
| 197 | For 5th year maintenance |
| 198 | Upgradation of NH-44 KHUDDA TO TAHLI CHOWK VIA. KHUN KHUN KALAN, Package No. PB070320, Maintenance cost (Conventional) for 5 years With GST |
| 199 | For 1st year maintenance |
| 200 | For 2nd year maintenance |
| 201 | For 3rd year maintenance |
| 202 | For 4th year maintenance |
| 203 | For 5th year maintenance Please Enable Macros to View BoQ information |
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