Special Repair of NH 254 from Km 51.200 to 53.040 Km 55.412 to 56.240 and Km 70.500 to 71.362 Length 3530m in the State of Punjab.

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, upto a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical clause 201 of MORT&H specifications. In area of Light Jungle (By Mechanical Means)

Providing and laying slurry seal Type-I 2-3mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion SS-2 @ 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 (24.30 (b)

Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirementof table300-2asper technicalclause 305 of MORT&H specifications

Granular Sub-Base with Graded Material Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

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 (24.13)

Providing and applying primer coat with bitumen emulsion SS-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications (24.15)

Providing and applying tack coat with 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 dense graded bituminous macadam 50mm to 75mm thick with Continous 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 NOTES (i) Job mix formula for the dense graded bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid/deducted accordingly. The limits of variation shall be worked out with the approved formula TECHNICAL NOTE:- 1.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e coarse and fine aggregate for dense graded bituminous macadam shall meet all requirements set forth clause 505 of MORT&H specifications. (ii) The final grading for the aggregates required for dense graded bituminous macadam confirming to table 500.10 of MORT&H specifications shall be determined after getting the dense graded bituminous macadam designed from Punjab PWD B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as approved mix. The aggregate shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6(addendum to latest revision).iii) The approved mix shall exhibit the following details source and location of all material:- iii (a) Binder expressed as percentage by weight of total mix. iii(b) Course expressed as percentage by weight of total mix. iii (c) Crushed bajri expressed as percentage by weight of total mix. iii(e) A single definite percentage passing each sieve for mixed aggregates.iii(f) Density of bitumnious concrete after compaction will be not less than 2.30 gm/CC.

Providing and laying bituminous concrete 30mm to 45mm thick with Continous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4%, 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 compactioncomplete as per technical clause 507 of MORT&H specifications NOTES (i) Job mix formula for the bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.40% weight of mix variation as compared with job mix formula shall be paid/deducted accordingly. The limits of variation shall be worked out with the approved formula TECHNICAL NOTE:- 1.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e coarse and fine aggregate for dense graded bituminous macadam shall meet all requirements set forth clause 507 of MORT&H specifications. (ii) The final grading for the aggregates required for dense graded bituminous macadam confirming to table 500.17 of MORT&H specifications shall be determined after getting the dense graded bituminous macadam designed from Punjab PWD B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as approved mix. The aggregate shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6(addendum to latest revision).iii) The approved mix shall exhibit the following details source and location of all material:- iii(a) Binder expressed as percentage by weight of total mix. iii(b) Course expressed as percentage by weight of total mix. iii(c) Crushed bajri expressed as percentage by weight of total mix. iii(e) A single definite percentage passing each sieve for mixed aggregates.iii(f) Density of bitumnious concrete after compaction will be not less than 2.35 gm/CC.

Cautionary sign board 900x900x900 mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTMD 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 0.5mm on both sided and fixing the same with suitable size aluminum alloy rivets @200mmc/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS4923without cost of definition platefirmly 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 providea 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 .