Public Works Department-PWD has published Tender For Work Under Head 3054-05 Sh Maintenance And Repair For Execution Of Road Safety Engineering Work On State Roads In Distt Sbs Nagar 1. Banga To Phillaur Via Mukandpur Road At Shehnshah Gate 2. Khanna Samrala Nsr Rd At Bairsian 3 Nsr Aur Rd At Au. Submission Date for this Tender is 09-03-2023. Road Work Tenders in Shahid Bhagat Singh Nagar Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation for roadway in soil by mechanical means with dozer including cutting and pushing earth to embankment site with all lead and lifts up to 100 cm including rimming bottom and side slopes as per technical clause 301 of MORT & H specifications. |
| 2 | Excavation for roadway in soil by mechanical means with dozer including cutting and pushing earth to embankment site with all lead and lifts up to 100 cm including rimming bottom and side slopes as per technical clause 301 of MORT & H specifications. |
| 3 | Loosening, leveling and compacting original ground upto a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achive minimum dry density as given in Table 300-2 for sub grade consltruction as pertechnical clause 305 of MORT&H specificaions. |
| 4 | Loosening, leveling and compacting original ground upto a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achive minimum dry density as given in Table 300-2 for sub grade consltruction as pertechnical clause 305 of MORT&H specificaions. |
| 5 | Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT &H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to schieve the desire density, complete as per technical clause 401 of MORT &H specifications. |
| 6 | Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT &H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to schieve the desire density, complete as per technical clause 401 of MORT &H specifications. |
| 7 | Providing, laying spreading and compacting graed stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechnical mix plant, carriage from mix plant to site of work, 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. |
| 8 | Providing, laying spreading and compacting graed stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechnical mix plant, carriage from mix plant to site of work, 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. |
| 9 | Providing and laying 80mm thick factory made cement concrete interlocking paving blocks of M-40 grade manufactured by block making machine equipped wit steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63-2014 and of approved size and design/ shape laid in ordinary grey colour and pattern over and including 40mm thick compacted bed of coarse sand filling the joints with fine sand etc, all complete as per directions of Engineer-in charge. |
| 10 | Providing and laying 80mm thick factory made cement concrete interlocking paving blocks of M-40 grade manufactured by block making machine equipped wit steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63-2014 and of approved size and design/ shape laid in ordinary grey colour and pattern over and including 40mm thick compacted bed of coarse sand filling the joints with fine sand etc, all complete as per directions of Engineer-in charge. |
| 11 | Construction of embankment with good quality earth obtaine 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 305 of MORT& H specifications |
| 12 | Construction of embankment with good quality earth obtaine 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 305 of MORT& H specifications |
| 13 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25 kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications |
| 14 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25 kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications |
| 15 | Construction of un-reinforced M-30 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement with fly ash (subject to maximum 25% of cement content) of concrete, coarse and fine aggregate conforming to IS 383, Maximum size of coarse aggregates not exceeding25mm, Mixed in a fully computerised batch mixplant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation includingprovision of contraction, expansion, construction and longitudinal joints, joint filler, sepration membrane, sealent primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved curing compound, finishing to pmeas [r c;aise 602 of MORYT&H 5th revision. |
| 16 | Construction of un-reinforced M-30 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement with fly ash (subject to maximum 25% of cement content) of concrete, coarse and fine aggregate conforming to IS 383, Maximum size of coarse aggregates not exceeding25mm, Mixed in a fully computerised batch mixplant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation includingprovision of contraction, expansion, construction and longitudinal joints, joint filler, sepration membrane, sealent primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved curing compound, finishing to pmeas [r c;aise 602 of MORYT&H 5th revision. |
| 17 | Road Safety Furniture Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensityMicroprismatic grade retro reflective Sheeting as per ASTM D 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 0.5 mm on both sided and fixing the same with suitable size aluminum 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 0.45x0.45x0.75m 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 . |
| 18 | Road Safety Furniture Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensityMicroprismatic grade retro reflective Sheeting as per ASTM D 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 0.5 mm on both sided and fixing the same with suitable size aluminum 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 0.45x0.45x0.75m 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 . |
| 19 | Mandatory sign board 900mm 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 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 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 . |
| 20 | Mandatory sign board 900mm 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 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 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 . |
| 21 | Informatory sign board 800x600mm rectangularas per IRC 67- 2012 with high intensityMicroprismatic grade retro reflective Sheeting asper ASTM D 4956 – 09 and as per IRC 67 – 2012.fixed over 4mm thick aluminium Compositematerial (ACM) sheeting having aluminium skinthickness of 0.4 to 0.5 mm on both sided andfixing the same with suitable size aluminium alloyrivets @ 200 mm c/c to back support frame of25x25x3mm angle iron supported on a squarehollow steel section post 60x60x3.2mmconforming to IS 4923 without cost of definitionplate firmly fixed to ground in foundation concreteM-25 of size 0.45x0.45x0.60m for vertical postcomplete as per clause 801 of MORT&Hspecifications. Supplier shall provide a warrantyas per clause 6.9 of IRC 67-2012 for retroreflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . |
| 22 | Informatory sign board 800x600mm rectangularas per IRC 67- 2012 with high intensityMicroprismatic grade retro reflective Sheeting asper ASTM D 4956 – 09 and as per IRC 67 – 2012.fixed over 4mm thick aluminium Compositematerial (ACM) sheeting having aluminium skinthickness of 0.4 to 0.5 mm on both sided andfixing the same with suitable size aluminium alloyrivets @ 200 mm c/c to back support frame of25x25x3mm angle iron supported on a squarehollow steel section post 60x60x3.2mmconforming to IS 4923 without cost of definitionplate firmly fixed to ground in foundation concreteM-25 of size 0.45x0.45x0.60m for vertical postcomplete as per clause 801 of MORT&Hspecifications. Supplier shall provide a warrantyas per clause 6.9 of IRC 67-2012 for retroreflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . |
| 23 | Add 1% Cultural Cess |
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