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| 1 | Slip Road |
| 2 | Dismantling brick edging as per CSR 8.5 (i) |
| 3 | Excavation for roadway in soil by mechanical means with dozer including cutting and pushing earth to embankment site with all lead and lifts upto 100m including trimming bottom and side lopes as per technical clause 301 of MORT&H specifications |
| 4 | 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 meetrequirement of table 300-2 as per technical clause 305 of MORT&H specifications |
| 5 | Construction of embankment with earth obtained from road cutting or excavation including spreading, grading to required slope and compacting to meetrequirement of table 300-2 as per technical clause 305 of MORT&H specifications |
| 6 | Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technicalspecifications |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material withwater at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compactingwith vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 8 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling anddisposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 9 | Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface andspraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications |
| 10 | Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the preparedbituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&Hspecifications |
| 11 | Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30 @ 4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, leveland alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications |
| 12 | Bituminous Concrete 30mm to 45mm thickness (Grading II) Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 compaction complete as per technical clause 507 of MORT&Hspecifications |
| 13 | Kassi work undressed involving an average horizontal throw up to 2.0metres and an average vertical lift up to 0.5 metres including breaking of clods. 6.2 a |
| 14 | Bricks bats CSR 3(12d) |
| 15 | Bricks |
| 16 | Road Safety Measures |
| 17 | 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 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted with defination plate Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.44 (b) (i)+24.49 (b) |
| 18 | Mandatory sign board 600mm 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 over3mm 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. 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 including 3 years weather exposure report for the retro reflective sheeting offered shall be submitted with defination plate Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.45 (b)(i) +24.49 |
| 19 | 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 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 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 specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.51 b |
| 20 | 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 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 as per CSR 24.47 b |
| 21 | 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 as per CSR 24.62 a |
| 22 | 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 as per CSR 24.57 |
| 23 | 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 thelight 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 as per CSR 24.63 |
| 24 | Construction of Drain 0.6 m wide with slab for provision for shifting of water channel |
| 25 | Boundary Wall |
| 26 | Earth work in excavation in foundations trenchesetc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compactionincluding disposal of all surplus soil as directed within lead of 30 metres.(CSR 6.6) |
| 27 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete.mixer volumetric type (CSR 10.11 B ii ) |
| 28 | First class burnt brick work laid in cement sandmortar 1:5 in foundation and plinth |
| 29 | Cement concrete 1:2:4 on topping of walls complete in all respects as per PWD specifications. (Ch. 10.13 A ii) |
| 30 | First class burnt brick work laid in cement sandmortar 1:4 in first storey upto 4 metres aboveplinth level CSR 11.8 |
| 31 | 12.5 mm thick cement plaster 1:4 CSR 15.9 |
| 32 | 20mm thick cement plaster 1:4 in two coatwork CSR 15.20 |
| 33 | Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade (CSR 16.13) |
| 34 | 1.2 meter high G.I. barbed wirefencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications CSR 24.43 a |
| 35 | Dismantling Old Boundary Wall and Credit |
| 36 | Dismantling brick work tile, masonry or tile lining. In cement |
| 37 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 38 | Bricks from dismenling of Brick work |
| 39 | Credit of Brick bats |
| 40 | Credit of Barbed wire |
| 41 | Cultural Cess 1% Please Enable Macros to View BoQ information |
