| 1 | 1 | Cleaning & grubbing road land including uprooting rank vegitation, grass, bushes, shrubs, sapling and trees girth upto 300mm remooval stumps of trees cut earling and disposal of unserviceable material and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical clouse 201 of MORT&H specifications. (a) in area of light jungle (by manual means). | | 0.582 | Per Hect. |
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| 2 | 2 | Scarifying the existing bituminous road surface to a depth of 50mm by mechanical means (Scarifying the existing bituminious road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters.) complete as per technical clause 404 of MORT&H specifications. | | 16005 | Per sqm |
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| 3 | 3 | Construction of shoulder 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 requirement of table 300-2 as per technical clause 3003 of MORT&H specifications. | | 663.48 | Per cum |
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| 4 | 4 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications | | 5820 | Per Mtr. |
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| 5 | 5 | Providing, laying, spreading and compacting stone aggregates of Grading-II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. | | 1206.01 | Per cum |
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| 6 | 6 | Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications. | | 16063.5 | Per sqm |
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| 7 | 7 | 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 | | 16063.5 | Per sqm |
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| 8 | 8 | Providing and laying bituminous concrete (Grade-II) 30mm to 45mm thick with continuous hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5.4%, carriage of mixed material to site of work, laying with paver finisher mechanical 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 507 of MORT&H specifications.\nNOTES : -\n(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.\n(ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% 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.\nTECHNICAL NOTE : -\ni.) 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 bituminous concrete shall meet all requirements set forth clause 507 of MORT&H specifications.\nii) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT&H specifications shall be determined after getting the bituminous concrete designed from Punjab PWD, B&R Research Laboratory, Patiala after obtaining 60% of the material. The design mix so finally approved shall be termed as approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision).\niii) The approved mix shall exhibit the following details, source and location of all material: -\n(a) Binder expressed as percentage by weight of total mix.\n(b) Course expressed as percentage by weight of total mix.\n(c) Crushed bajri expressed as percentage by weight of total mix.\n(d) Fine aggregate expressed as percentage by weight of total mix.\n(e) A single definite percentage passing each sieve for mixed aggregates.\n(f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC. | | 481.91 | Per cum |
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| 9 | 9 | 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 | | 126.9 | Per sqm |
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| 10 | 10 | Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications. | | 3 | Each |
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| 11 | 11 | Reinforced cement concrete M-15 grade 200 metre 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. | | 12 | Each |
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| 12 | 12 | Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 807 of MORT&H specifications. | | 29 | Each |
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| 13 | 13 | Cautionary sign board 600x600x600 mm 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 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 aloy riverts & 200mm c/c to back support frame of 25x25x3 mm angle iron supported on a mild steel angle iron post 65x65x6 mm without cost of defination plate firmly fixed to groud in foundation concrete M-25 of size 0.45x0.45x0.60 m for vertical post complete as per clause 801 of MORT&H Specification. A 10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for type XI retro reflective sheeting from the maunfacturere and certified copy of test reports from an independent test laboratory confirming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. | | 4 | Each |
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| 14 | 14 | Providing and making rumble strips 15 to 20mm high at center. 250mm wide placed at 1 mtr. center to center over freshly laid bitumen layers by using cloase graded premix surfacing material type-B at approved locations to control speed and marked 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type-B shall confirm to technical cluase 512 and thermoplastic road marking paint shall confirm to technical clause 803 of MORT&H specifications. | | 110 | Per Mtr. |
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| 15 | 15 | Laying first class dry brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses/ bond alongwith preparation of sub grade with rough dressing of soil, final dressing of earth to give level surface and camber including watering, rolling with road roller. All joints shall be throughly filled/ grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed in to the joints, rolling the surface with light road roller after sprinkling with water complete in all respct. | | 50 | Per sqm |
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| 16 | 16 | Providing & Fixing Reflective Pavement Markers (Road Studs) from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS) or any other suitable material approved by the Engineer with twin shanks. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing toal internal reflection of the light enterning the lens face. Lenses shall be moulded of methyl methecrylate conforrming to ASTM D 788 or equivalent. The slope or retro-reflecting surface shall prefeably be 35 + 50 to base and the area of each retro-reflecting surface shall not be less than 13.0 sqcm. Marker height shall not be less than 10 mm and shall not exceed 20 mm and its width shall not exceed 130 mm. The road studs shall be legibly marked with the name, trade mark or other means of identification of the manufacturer. No nails shall be used to affix the marker so that they do not pose safety hazard on the roads. Fixing will be done by driling holes on the road for the shankes to go inside and using the adhesives and the procedure recommended by the manufacturer and complete as per technical clause 804 of MoRT&H specifications (Fifth Revision) and as directed by the Engineer. The contractor shall obtain from the manufacturer a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel and submit the same to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. | | 160 | Each |
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| 17 | 17 | Heritage & Culture Cess @ 1.00% | | 8.76713e+06 | Percentage |
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| 18 | 18 | Routine Maintenance of Construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year) | | 2.91 | Per Km |
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| 19 | 19 | Routine Maintenance of Construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) | | 2.91 | Per Km |
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