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| 1 | Dismantling brick edging in strengthening portion as per CSR item No.8.5(i) |
| 2 | Providing & laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth upto50mtr. Complete as per Punjab PWD specifications complete as per CSR 24.16 (add difference of bricks rate) |
| 3 | Making 50mm x 50mm furrows 45 degree to the centre line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meter lead complete in all respect. |
| 4 | 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 broomingrequisite type of binding materials to fill up the insterstices of coarse aggregate, watering and compacting to the required and compacting to the required density complete as per technical clause 404 of MORT&H specifications. CSR item No.24.13 (ii) as per AC Slip-2 dated: 07.02.2013 |
| 5 | Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder V.G.-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. CSR item No.24.24 |
| 6 | Providing & laying tack coat with penetration grade bitumen V.G.-10 using bitumen pressure distributor at the rate of 0.40 Kg per sqmon the prepared bituminous surface /granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. CSR item No.24.18 (b) |
| 7 | Providing, laying and compaction of open graded premix surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a batch type hot mix plant with bituminous binder VG-410 @ 1.46kg per sqm, carriage of mixed material to site of work and laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of MORT&H specifications. (as per CSR item No.24.25) |
| 8 | 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 @ 1.34 kg per sqm and plastic waste confirming to IRC norms @ 0.12 Kg 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. The material selection of plastic waste and procedure for mixing plastic waste shall be strictly in accordance with the guidelines given in IRC-SP-98-2003 |
| 9 | Providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. [as per CSR item No.24.27 (b)] |
| 10 | Kassi work undressed involving an averagehorizontal throw up to 2.0 metres and anaverage vertical lift up to 0.5 metres including breaking of clods as per CSR item no. 6.2a |
| 11 | 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 locations to control speed and marked with 100mmwide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 508 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications as per CSR 24.60 a |
| 12 | 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 alloyrivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel sectionpost60x60x3.2mmmmconforming 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 CSR item No. 24.44(b)+24.49 |
| 13 | 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 perIRC 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 sizealuminium 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 pecifications.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. CSR item No. 24.47 |
| 14 | Reinforced cement concrete M-15 grade ordinary kilometre 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 specification CSR 24.37 |
| 15 | Reinforcement 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 806 of MORT&H specifications CSR 24.39 |
| 16 | Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specification |
| 17 | Road marking with hot applied thermoplasticcompound2.5mm thick including reflectorising glass [email protected] per IRC:35 1997 complete asper technicalclause 803 of MORT&H specifications Csr Itme No.24.57 taking edge line on curve portion and zebra crossing |
| 18 | Provision of Videography of Road |
| 19 | Credit of Materials |
| 20 | Credit of Bricks Bats |
| 21 | Credit of Bricks |
| 22 | Add extra cost of Cutlural Cess @ 1% on Total costas items mentioned above on 1 to 20 i.e.Rs 15251824.96 |
