MODERNIZATION /UPGARADATION OF VARIOUS LINK ROAD IN CONSTITUENCY BHOA, M.C NAROT JAIMAL SINGH UNDER SPECIAL ASSISTANCE PROJECT PHASE - II FY 2025-26 IN DISTT. PATHANKOT INCLUDING MAINTENANCE (Group No. 13)

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, carriage from mix plant to site

Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters

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

Dismantling brick edging

Credit of Brick bats obtainted from dismantling of brick edging

Credit of old Bricks obtainted from dismantling of brick edging

Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H 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 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

Providing and applying primer coat with bitumen emulsion SS 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

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications

Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H

Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications

Construction of Shoulder with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage of site of work, spreading, grading to required slope and compacting to meet requirement as per clause 3003 of MORT&H Specifications

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 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

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium

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 spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. CSR 24.56(a)

Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications

Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications

Cautionary sign board 900x900x900mm triangular 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 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum 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 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .

Cautionary sign board 600x600x600mm triangular 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. 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 60x60x3.2mmmm 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. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .

Mandatory sign board 900mm circular 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. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 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. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012

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 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 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 two square hollow steel section post 60x60x3.2mm conforming to IS 4923 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. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012

Construction of ½' dia H.P Culvert

Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Cement concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type

ovision for Videopgraphy of Road

Providing & laying 450 mm dia Hume Pipe NP-3 for culvert

12.5mm Cement plaster 1:4

Painting of parapet walls of CD work with cement paint

12.5 mm thick cement plaster 1:4

Cement rendering 1mm thick

Cement concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type

ovision for Videopgraphy of Road

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

Construction of 1' x 1' Side Drain

Construction of 6.5' High Retaining Wall

Cement rendering 1mm thick

Cement concrete 1:6:12 mixing by mechanical means using concrete mixer volumetric type

ovision for Videopgraphy of Road

Cement pointing 1:2 deep variety

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Excavation in Soil (any type) using Hydraulic Excavator CK 90 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 lifts and combined lead upto 30m.

Cement rendering 1mm thick

Cement concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type

ovision for Videopgraphy of Road

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm 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. (In case of link roads earth work to be done by villagers)

Cement rendering 1mm thick

Cement concrete 1:6:12 mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

Construction of 5' Span Slab Type Culvert

Cement pointing 1:2 deep variety

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Construction of 10' High Retaining Wall

Cement rendering 1mm thick

Cement concrete 1:6:12 mixing by mechanical means using concrete mixer volumetric type

ovision for Videopgraphy of Road

Per M.T.

Cement pointing 1:2 deep variety

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Construction of 4.5' High Retaining Wall

Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Cement concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type

ovision for Videopgraphy of Road

Construction of 5' Span Slab Type Culvert

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete

Centring and shuttering for slab culvert upto 3 mtr. Span

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Cement pointing 1:2 deep variety

First class brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.

Construction of 15' High Retaining Wall

Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Cement concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type

ovision for Videopgraphy of Road

Construction of 5' Span Slab Type Culvert

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete

Centring and shuttering for slab culvert upto 3 mtr. Span

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Cement pointing 1:2 deep variety

First class brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.

Interlocking Paver Blocks

Earth work in excavation of foundation of structures as per drawing and technical specification 305.1, including setting out, construction of shoring and bracking, removal of stumps and other deleterious material & disposal up to 50 mtrs, dressing of sides and bottom and backfilling in trenches with approved material.

Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H 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 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

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Construction of Cement Concrete Pavement

Construction of 10' Span Slab Type Culvert

Providing and laying 60 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.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site with transit mixer with lead up to 10 km., laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)

Shuttering for precast R.C.C. battens/cement concrete block in situ such as staggered RC blocks arrow and plain cement concrete block.

Construction of un-reinforced M-30 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully

MAINTENANCE OF ROAD FOR 5 YEARS (ONE YEAR DEFECT LIABILITY PERIOD + FOUR YEARS MAINTENANCE PERIOD) IN DISST. PATHANKOT

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance