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| Sl. No. | Item Description |
| 1 | LAMBI-BANWALA-MIDDU KHERA-WARINGDHERA UPTO HARYANA BORDER KM. 0/00 TO 19/930 Clearing and Grubbing Road Land 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 StructuresDismentling of Existing Brick Edging complete in all respect. as per |
| 3 | Credit of Bricks (3rd Class) received after dismentling |
| 4 | Credit of Brick bats |
| 5 | Dismantling of flexible & granular pavements and disposal of dismantled materails upto a lead of 100 m stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. |
| 6 | Laying & Compaction of Dismantled Material received after scarification from raising/Reconstruction portion including Laying , spreading in uniform layers with motor grader and light compation with smooth wheel roller as per technical Specification clause 401. |
| 7 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 8 | 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(Type A)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 ( 63-45 mm ) as per Technical specification Clause 405. |
| 9 | 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(Type B)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 ( 53 - 22.4 mm ) as per Technical specification Clause 405. raising portion (grade improvement portion) |
| 10 | 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 minimum ofas 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). |
| 11 | Providing and laying of a stress absorbing membrane (SAMI) over a cracked road surface,with crack width 6 to 9 mm after cleaning with a mechanical broom,using modified binder complaying with IRC SP 53 sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregate @ 0.12 cu.m per 10 sqm sweeping the surface for uniform spread of aggregate and surface finished to conform to clause 902 |
| 12 | Providing and applying primer coat with bitumen emulsion SS-I on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications |
| 13 | Providing and applying tack coat with Bitumen VG-10 at the rate of 0.275 Kg/Sqm on the prepared Bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 14 | Providing and laying 30mm thick bituminous concrete with BL with VG-30 using crushed aggregates of specified grading, premixed with bituminous binder @ min.5.40 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 with fully computerised electronics 40-60 TPH- mini HMP. |
| 15 | Construction/Replacement of CD WorksRemoving all type of Hume Pipes and stacking within a lead of 1000 Mtr. Including earth work and dismentling of masonary work as per technical specification Clause 202. |
| 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 |
| 17 | Providing plain cement concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 18 | 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 |
| 19 | 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 |
| 20 | Providing cement concrete 1:2:4 for Architectural Coping 395mm wide 50mm thick on top of Head walls complete as per drawings and technical specifications Clause 615 & 710 |
| 21 | Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204 |
| 22 | Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204 |
| 23 | 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. |
| 24 | 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 |
| 25 | Providing concrete for plain/reinforced concrete M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 26 | 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 |
| 27 | Painting of parapet walls of CD work with cement paint as per MORD specifications 1701 |
| 28 | Providing cement concrete (plain/reinforced) 1:2:4 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 29 | Providing reinforced cement concrete M25 in sub-structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 30 | Supplying cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawing and technical specification caluse 1002,1010 & 1202. |
| 31 | Supplying and fixing of 100mm dia PVC pipe for weep holes |
| 32 | Supplying & filling of filter media i.e Fine Sand |
| 33 | Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered surface/concrete surface as per drawing and Technical Specification |
| 34 | Providing P.C.C grade M10 Nominal Mix (1:3:6) in open foundations as per MORD specifications 800&1200 |
| 35 | Road Furniture : Reinforced cement concrete M 15 grade 5th kilometer sotne (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 36 | Reinforced cement concrete M 15 grade ordinary Kilometer sotne (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 37 | Reinforced cement concrete M 15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 38 | Boundary Piller of 250mm dia RCC NP Type II pipe including Painting and lettering etc. |
| 39 | Providing & fixing of typical PMGSY Logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. All M.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 expoy paint as per drawing Clause 1701 and Annexure 1700.1. |
| 40 | 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. |
| 41 | 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. |
| 42 | 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. |
| 43 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signs as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 1.5 mm thick 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 Technical Specification Clause 801900mm equilateral triangle |
| 44 | 600mm equilateral triangle |
| 45 | 600 mm size Circular |
| 46 | 600x450 mm rectangular ( Chevron ) |
| 47 | 900x600mm rectangular direction & identification sign board |
| 48 | 1200x900 mm rectangular direction & identification sign board |
| 49 | chervon sign Board 500x600 mm (double board at one side) |
| 50 | Hazard Markers sign board (900 X 300mm) rectangular as per IRC- 67-2012 with high intensity Microprismatic ade retro relfective sheeting as per ASTM B 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminum Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the sma with suitable size aluminium ally rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2 mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H speicifications. Using High intensity Microprismac grade retro reflective sheeting type IV as per ASTM D 4956 09 and as per IRC 67 2012 |
| 51 | Providing and laying hot applied thermoplastic compound 2.5mm thick including reflacto raising glass beads @ Rs. 250 gm. Per Sqm area thickness of 2.5mm inclusive of surface applied glass beads as per CSR. 24.57 |
| 52 | Supplying and fixing of single mould twin shankreflective road studs made out of polycarbonate/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 MORT&H 5th revision specifications.(9 Mtr. Centre to Centre) |
| 53 | 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 apporved locations to control speed and marked with 100m wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and themoplastic road marking paint shall conform to technical clause 803 of MORT&H speicifications. |
| 54 | Laying Brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and X-section shows on the drawing filling joints with sand and earth spreading 25 mm thick layer of Earth over brick Soling watering and rolling the same with three wheel road roller 80-100 kN as per technical specification Clauses 412 Katcha Approches & Brick Paved Streets ( Taking 85% of qty ) |
| 55 | NH-71 BADHNI KALAN LOPON TO MALLA FROM KM-0/000 TO KM-11/570Clearing and Grubbing Road LandClearing 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. |
| 56 | Dismentling of StructuresDismantling of flexible & granular pavements and disposal of dismantled materails upto a lead of 100 m stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. |
| 57 | 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. |
| 58 | Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5 |
| 59 | Supply of earth approved material ( P.I. should be less than 6) obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, to meet requirement of Tables 300.1 and 300.2. as per Technical Specification Clause 301.5 |
| 60 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 61 | Construction of granular sub-base (G.S.B) by providing well graded material, spreading in uniform layers with motor grader 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 Specifications Clause 401. (Grading I) |
| 62 | 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(Type A)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 ( 63-45 mm ) as per Technical specification Clause 405. |
| 63 | 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(Type B)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 ( 53 - 22.4 mm ) as per Technical specification Clause 405. |
| 64 | 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 minimum ofas per dnet 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 technonolgy Layer. |
| 65 | Providing and laying of a stress absorbing membrane (SAMI) Interlayer bitumen impregnated geotextile layer over a prepared cement treated base course after cleaning of road surface with a mechanical broom, geotextile confirming to physical requiremento 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 surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatric roller to maximize paving fabric contact with pavement surface. |
| 66 | Providing and applying tack coat with Bitumen VG-10 at the rate of 0.275 Kg/Sqm on the prepared Bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 67 | Providing and laying bituminous concrete with VG-30 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 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. 507 complete in all respects (40 mm thick BC) with fully computerised electronic 40-60 TPH-miniHMP. |
| 68 | Construction/Replacement of CD Works Removing all type of Hume Pipes and stacking within a leadof 1000 Mtr. Including earth work and dismentling of masonary work as per technical specification Clause 202. |
| 69 | 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 |
| 70 | Providing plain cement concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 71 | 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 |
| 72 | 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 |
| 73 | Providing cement concrete 1:2:4 for Architectural Coping 395mm wide 50mm thick on top of Head walls complete as per drawings and technical specifications Clause 615 & 710 |
| 74 | Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204 |
| 75 | Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204 |
| 76 | 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 |
| 77 | 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 |
| 78 | Supplying, cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawings and technical specification clauses 1002, 1005,1010 and 1202 |
| 79 | Supplying, fitting and placing HYSD bar reinforcement (Fe 550) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 and 1202 |
| 80 | Providing reinforced cement concrete 1:2;4 M-20 in sub structure complete as per drawings and technical specification clauses 802, 805, 1201, & 1204 |
| 81 | Providing plain cement concrete 1:2;4 M-20 in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, & 1203 |
| 82 | Providing and laying reinforced concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4, and 1205.5 R.C.C. M25 1:1.5:3) |
| 83 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (CC1:4:8) |
| 84 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802 ,804 ,805 ,806 ,807 ,1202 and 1204, P.C.C. grade M15 Nominal Mix (1:2.5:5) |
| 85 | Plain/reinforced cement concrete (RCC Grade M-25) in sub structure complete as per drawings and technical specification clauses 802 ,804 ,805 ,806 ,807 ,1202 and 1204 |
| 86 | Providing and laying cement concrete wearing course M 30 grade complete as per drawing and technical specifications Clause 800, 1206.3 |
| 87 | Providing and fixing in position 20 mm thick pre-molded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered withsealant complete as per drawing and technical specification |
| 88 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 |
| 89 | Kilometre stoneProviding & fixing Kilometre stones of standard desgin including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 90 | 200 metre stone Providing & fixing 200 metre stones of standard desgin including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 91 | Boundary Piller Providing & fixing Boundary Piller of standard desgin including painting and printing, etc. as per drawing and Technical Specification Clause 1704 |
| 92 | Providing and fixing of Standard PMGSY Logo Sign Board Double SidedProviding 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 |
| 93 | Providing and fixing of typical PMGSY informatory sign board with LogoProviding 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 Smm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 no.s. 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 |
| 94 | Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance BoardProviding 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 no.s. 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 |
| 95 | Retro-reflectorised Traffic Signs 900x900x900mm triangularProviding 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 |
| 96 | Retro-reflectorised Traffic Signs 600x600x600mm triangularBoardsProviding 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 |
| 97 | Retro-reflectorised Regulatory Traffic Signs circular 600 mm Boards on Sharp curvesProviding 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 |
| 98 | Direction and Place Identification signs with size 600x450mmProviding 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 no.s. 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 |
| 99 | Direction and Place Identification signs with size 900x600mmProviding 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 no.s. 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 |
| 100 | Direction and Place Identification signs with size 1200x900mmProviding 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 no.s. 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 |
| 101 | Hazard Marker Sign Board 300x900mm Rectangular State |
| 102 | Providing and laying hot applied thermoplastic compound2.5mm thick including reflacto raising glass beads @ Rs. 250 gm. Per Sqm area thickness of 2.5mm inclusive of surface applied glass beads as per CSR. 24.57 |
| 103 | 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 |
| 104 | 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 apporved locations to control speed and marked with 100m wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and themoplastic road marking paint shall conform to technical clause 803 of MORT&H speicifications. |
| 105 | Laying Brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and X-section shows on the drawing filling joints with sand and earth spreading 25 mm thick layer of Earth over brick Soling watering and rolling the same with three wheel road roller 80-100 kN as per |
| 106 | NH-71 BADHNI KALAN RAOKE KALAN TO JAWAHR SINGH WALA FROM KM-0/000 TO KM-3/950 Clearing and Grubbing Road LandClearing 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. |
| 107 | Dismentling of StructuresDismantling of flexible & granular pavements and disposal of dismantled materails upto a lead of 100 m stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. |
| 108 | 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. |
| 109 | Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5 |
| 110 | Supply of earth approved material ( P.I. should be less than 6) obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, to meet requirement of Tables 300.1 and 300.2. as per Technical Specification Clause 301.5 |
| 111 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 112 | Construction of granular sub-base (G.S.B) by providing well graded material, spreading in uniform layers with motor grader 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 Specifications Clause 401. (Grading I) |
| 113 | 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(Type A)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 ( 63-45 mm ) as per Technical specification Clause 405. |
| 114 | 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(Type B)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 ( 53 - 22.4 mm ) as per Technical specification Clause 405. |
| 115 | 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 minimum ofas per dnet 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 technonolgy Layer. |
| 116 | Providing and laying of a stress absorbing membrane (SAMI) Interlayer bitumen impregnated geotextile layer over a prepared cement treated base course after cleaning of road surface with a mechanical broom, geotextile confirming to physical requiremento 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 surface to provide a water resistance membrane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatric roller to maximize paving fabric contact with pavement surface. |
| 117 | Providing and applying tack coat with Bitumen VG-10 at the rate of 0.275 Kg/Sqm on the prepared Bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 118 | Providing and laying bituminous concrete with VG-30 using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 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. 507 complete in all respects (40 mm thick BC) with fully computerised electronic 40-60/TPH/mini HMP. |
| 119 | Construction/Replacement of CD Works Removing all type of Hume Pipes and stacking within a leadof 1000 Mtr. Including earth work and dismentling of masonary work as per technical specification Clause 202. |
| 120 | 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 |
| 121 | Providing plain cement concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 122 | 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 |
| 123 | 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 (600mm dia) |
| 124 | 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 |
| 125 | Providing cement concrete 1:2:4 for Architectural Coping 395mm wide 50mm thick on top of Head walls complete as per drawings and technical specifications Clause 615 & 710 |
| 126 | Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204 |
| 127 | Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204 |
| 128 | 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 |
| 129 | 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 |
| 130 | Supplying, cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawings and technical specification clauses 1002, 1005,1010 and 1202 |
| 131 | Supplying, fitting and placing HYSD bar reinforcement (Fe 550) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 and 1202 |
| 132 | Providing reinforced cement concrete 1:2;4 M-20 in sub structure complete as per drawings and technical specification clauses 802, 805, 1201, & 1204 |
| 133 | Providing plain cement concrete 1:2;4 M-20 in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, & 1203 |
| 134 | Providing and laying reinforced concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4, and 1205.5 R.C.C. M25 1:1.5:3) |
| 135 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (CC1:4:8) |
| 136 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802 ,804 ,805 ,806 ,807 ,1202 and 1204, P.C.C. grade M15 Nominal Mix (1:2.5:5) |
| 137 | Plain/reinforced cement concrete (RCC Grade M-25) in sub structure complete as per drawings and technical specification clauses 802 ,804 ,805 ,806 ,807 ,1202 and 1204 |
| 138 | Providing and laying cement concrete wearing course M 30 grade complete as per drawing and technical specifications Clause 800, 1206.3 |
| 139 | Providing and fixing in position 20 mm thick pre-molded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered withsealant complete as per drawing and technical specification |
| 140 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 |
| 141 | 5th Kilometre stoneProviding & fixing Kilometre stones of standard desgin including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 142 | Kilometre stoneProviding & fixing Kilometre stones of standard desgin including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 143 | 200 Metre stoneProviding & fixing 200 metre stones of standard desgin including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 144 | Boundary Piller Providing & fixing Boundary Piller of standard desgin including painting and printing, etc. as per drawing and Technical Specification Clause 1704 |
| 145 | Providing and fixing of Standard PMGSY Logo Sign Board Double SidedProviding 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 |
| 146 | Providing and fixing of typical PMGSY informatory sign board with LogoProviding 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 Smm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 no.s. 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 |
| 147 | Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance BoardProviding 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 no.s. 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 |
| 148 | Retro-reflectorised Traffic Signs 900x900x900mm triangularProviding 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 |
| 149 | Retro-reflectorised Traffic Signs 600x600x600mm triangularBoardsProviding 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 |
| 150 | Retro-reflectorised Regulatory Traffic Signs circular 600 mm Boards on Sharp curvesProviding 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 |
| 151 | Direction and Place Identification signs with size 600x450mmProviding 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 no.s. 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 |
| 152 | Direction and Place Identification signs with size 900x600mmProviding 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 no.s. 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 |
| 153 | Direction and Place Identification signs with size 1200x900mmProviding 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 no.s. 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 |
| 154 | Hazard Marker Sign Board 300x900mm Rectangular State |
| 155 | Providing and laying hot applied thermoplastic compound2.5mm thick including reflacto raising glass beads @ Rs. 250 gm. Per Sqm area thickness of 2.5mm inclusive of surface applied glass beads as per CSR. 24.57 |
| 156 | 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 |
| 157 | Laying Brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and X-section shows on the drawing filling joints with sand and earth spreading 25 mm thick layer of Earth over brick Soling watering and rolling the same with three wheel road roller 80-100 kN as per |
| 158 | UPGRADATION OF LAMBI-BANWALA-MIDDU KHERA-WARINGDHERA UPTO HARYANA BORDER KM. 0/00 TO 19/930 Package No. PB - 13 - 084For 1st Year |
| 159 | For 2nd Year |
| 160 | For 3rd Year |
| 161 | For 4th Year |
| 162 | For 5th Year |
| 163 | UPGRADATION OF NH-71 BADHNI KALAN RAOKE KALAN TO JAWAHR SINGH WALA FROM KM-0/000 TO KM-3/950 Package No. PB - 12 - 063For 1st Year |
| 164 | For 2nd Year |
| 165 | For 3rd Year |
| 166 | For 4th Year |
| 167 | For 5th Year |
| 168 | GRADATION OF NH-71 BADHNI KALAN LOPON TO MALLA FROM KM-0/000 TO KM-11/570 Package No. PB - 12 - 064,For 1st Year |
| 169 | For 2nd Year |
| 170 | For 3rd Year |
| 171 | For 4th Year |
| 172 | For 5th Year Please Enable Macros to View BoQ information |
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