Strengthening of Dera Bassi Barwala road from Km 0 to 7point 20 Km (SH09)

Amount

Road Works Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr.

Compaction of earthwork and preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give, level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the table 300-2 as per technical clause 305 of MORT&H specifications.

Relaying of recovered material obtained from dismantled road material obtained from road crust compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications

Providing, laying and consolidation of GSB grading-II Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications

Prime Coat with Bitumen Emulsion-SS Providing and applying Prime 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 per sqm complete as per technical clause 502 of MORT&H specifications

Slurry Seal Type-I (2-3mm thickness) Providing and laying slurry seal Type-I 2-3mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion SS-1 @ 13% and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per technical clause 512 of MORT&H specifications

Providing and applying tack coat with penetration grade bitumen Emulsion RS-1 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications.

Dense Graded Bituminous Macadam 50mm to 75mm thickness (Grading II) Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5%, 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 complete as per technical clause 505 of MORT&H specifications

Bituminous Concrete 50 mm to 65 mm thickness (Grading I) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 5.2 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

Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications

Fixing 100 mm thick factory made cement concrete interlocking Paver blocks of M-50 grade including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, after dismantling of existing paver blocks as per IRC SP-63 Specifications.

Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. (CSR 14.139)

Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications (CSR 24.41 a)

Painting two or more coats (including priming coat with Cement Primer) synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade including rubbing down old paint.

Providing and laying cement concrete M-20 Grade for supporting interlocking paver

Construction of Jersey Barrier as per drawing and technical specifications.

Construction of RCC Load Bearing Side Drain (including credit of surplus earth obtained from excavation) as per drawing and technical specifications.

Construction of RCC Non Load Bearing Side Drain (including credit of surplus earth obtained from excavation) as per drawing and technical specifications.

Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm (CSR 24.56 a)

Providing & fixing of Kilometer Stone for Village Roads as per technical specifications.

200 Meter Stone Providing & fixing reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications

Village Board Providing & fixing of Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications (CSR 24.40)

Providing & fixing of Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 complete as per clause 801 of MORT&H specifications.

Providing & fixing of Mandatory sign board 600mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. (CSR 24.45 b)

Providing & fixing of Informatory sign board 800x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. complete as per clause 801 of MORT&H specifications.

Providing & fixing of Informatory sign board 600x450mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. complete as per clause 801 of MORT&H specifications.

Providing & fixing of Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. complete as per clause 801 of MORT&H specifications.

Providing and fixing hazard marker sign board 300 x 900 mm rectangular as per IRC 67- 2012 with high intensity microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 of 2012

Flexible Median Marker Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. (CSR 24.64)

Providing & fixing of Overhead sign board 12000x1500mm simply supported type double sided as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67. (CSR 24.54 a)

Providing & fixing of Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 complete as per clause 801 of MORT&H specifications.

Providing & laying of Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.

Videography of road

Bridge work Earth work in excavation of foundation of structures upto 3 mtr depth as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with surplus soil

Earth work in excavation of foundation of structures upto 3 m to 6 m depth as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with surplus soil

Furnishing & placing of Reinforced Cement Concrete M-25 in Piles including Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) ( 2 Nos ) excluding steel reinforcement complete as per Drawing and Technical Specification. (Dia of Pile = 1.000 m)

Furnishing & placing of P.C.C M-1:3:6 nominal mix under Pile Caps with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Furnishing & placing of Reinforced Cement Concrete M-25 in Pile caps including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification.

Furnishing & placing of Reinforced Cement Concrete M-25 in sub structure (upto 5m height) including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification.

Furnishing and Placing Reinforced cement concrete in M-25 in T-beam Slab including centering shutering but excluding steel reinforcement as per drawing and Technical Specification.

Providing and applying tack coat with penetration grade bitumen Emulsion RS-1 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications.

Providing and laying 6 mm thick mastic asphalt wearing course on top of deck slab all complete as per clause 516 of MORT&H specifications.

Bituminous Concrete 50 mm to 65 mm thickness (Grading I) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 5.2 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

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Supplying fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II), section IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications.

Construction of R.C.C M-40 Anti- Crash railing with safety kerb including centering shuttering but excluding steel reinforcement complete as per Drawing and Technical Specifications.

Supply & fixing of Drainage Spouts complete as per drawing and Technical specification.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub structure complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Super structure complete as per Drawing and Technical Specifications.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing weep holes in Brick masonry / Reinforced concrete abutment, wing wall/ return wall with 80 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

Providing and fixing cat eyes

Providing and fixing Delinators as per technical specifications

Providing & laying of Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

Providing and fixing Display Boards (size 900x600mm) using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of reinforced cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Brick work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Credit of old usefull material i.e Torr steel retrieved from dismantling old bridge

Credit of Old useful material i.e Brick Bats retrieved from dismantling old bridge brick work.

Construction of Temporary Diversion Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Furnishing & placing of Plain Cement Concrete M 15 complete as per Drawing and Technical Specifications.

Constructionof Embankment with Earth obtained from Roadway Cutting or excavation including speading, grading to required slope and compacting to meet requirement of Table 300-2 as technical clause 305 of MORT&H specification

Credit of surplus earth obtained from Road way cutting for Paver Blocks left after utilizing it in diversion construction.

Providing and laying RCC Hume pipe NP4 for culverts on first class of granular material (1000mm dia)

Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, as complete as per clause 401

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications.

Credit of old usefull material i.e Hume pipe retireved from dismantling diversion after construction of bridge.

Credit of old usefull material i.e Brick bats retrieved from dismantling diversion after construction of bridge.

Credit of bricks retrieved after dismantling diversion

Credit of old usefull material i.e GSB retireved from dismantling diversion after construction of bridge

Credit of old usefull material i.e WMM retireved from dismantling diversion after construction of bridge

RAJINDER INFRASTRUCTURE PVT LTD

York Builders Pvt.Ltd.