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| 1 | Part-I Construction Work |
| 2 | Dismantling brick edging as per CSR 8.5 (i) |
| 3 | Dismantling stone pitching or soling. (Stone pitching dry) As per CSR 8.2 (a) |
| 4 | Compaction of earth work & Prepration of Sub grade including loosing,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 minimun dry density as given in Table 300-2 as per technical clause 305 of MORT&H specifications (in case of link roads earth work to be done by villagers.) as per CSR 24.4(c) |
| 5 | Providing and laying brick on end edging as per CSR 24.14 |
| 6 | Relaying of recovered material obtained from dismentling of road crust using as Granular sub base (Labour Rate ) CSR 24.7 |
| 7 | Construction of granular sub-base by providing 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, complete as per MORD technical specifications CSR-24.7 |
| 8 | Providing, laying, spreading and compacting stone aggregates of Grading I 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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (without screening for low volume Roads/undersigned) 24.11(ii) |
| 9 | 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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (without screening for low volume Roads/undersigned) 24.12(ii) |
| 10 | Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical (Full surface area will be measured for payment) CSR 24.10 |
| 11 | 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 theroad surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications CSR 24.24 |
| 12 | 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 specifications CSR 24.16(b) |
| 13 | Providing, laying and compaction of open - grade 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 specifications CSR24.25(a) |
| 14 | 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 CSR 24.28(c) |
| 15 | 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 |
| 16 | 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) |
| 17 | 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 |
| 18 | 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 |
| 19 | 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 |
| 20 | Const. of 2 feet span slab type culvert Complete as per drawings |
| 21 | Const. of 2' Dia HP Culvert Complete as per drawings |
| 22 | Const. of U Shape Drain 15\\" deep 15\\" wide Complete as per drawings |
| 23 | Credit of materials Bricks bats CSR 3(12d) |
| 24 | Credit of materials Bricks |
| 25 | Videography of Road |
| 26 | Cultural Cess on Part-A |
| 27 | Part-II Maintenance Work |
| 28 | For 2nd year maintenance |
| 29 | For 3rd year maintenance |
| 30 | For 4th year maintenance |
| 31 | For 5th year maintenance |
| 32 | Cultural Cess on Part-B Please Enable Macros to View BoQ information |
