Public Works Department-PWD has published Tender For Widening And Strengthening Of Link Road G.T Road To Bhagrana (Section 0.60 Km To 1.10 Km) From Thermal Power Plant Road Upto Proposed Ultratech Plant (3.75M To 6.790M Wide). Submission Date for this Tender is 16-03-2023. Road Work Tenders in rajpura Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom with side slopes, in accordance with requirements of lines, grades and cross sections including all lifts and combined lead up to 60 mtrcomplete in all respect as per PWD specifications & to entire satisfaction of Engineer-in-charge |
| 2 | Construction of embankment with good quality earth obtained from road way cutting 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 & complete in all respect as per PWD specifications & to entire satisfaction of Engineer-in-charge |
| 3 | Laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3per cent slaked lime with minimum content of 70 per centof CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base complete as per technical clause 402 of MORT&H specifications & to entire satisfaction of Engineer-in-charge |
| 4 | Dismantling of flexible/Granular pavements bituminous courses by mechaincal means as pe MORT&H specifications. (Existing road crust) as per PWD specifications & to entire satisfaction of Engineer-in-charge |
| 5 | Dismantling brick edging as per PWD specifications & to entire satisfaction of Engineer-in-charge |
| 6 | Deduct Credit of Brick Bats as per PWD specifications & to entire satisfaction of Engineer-in-charge |
| 7 | Creditof Bricksas per PWD specifications & to entire satisfaction of Engineer-in-charge |
| 8 | Relaying of recovered material as GSB obtained from dismanteled road crust as per MORT&H specifications & to entire satisfaction of Engineer-in-charge |
| 9 | Construction of granular sub-base (Grading-I) 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 technicalspecifications & to entire satisfaction of Engineer-in-charge |
| 10 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant,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 & to entire satisfaction of Engineer-in-charge |
| 11 | Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M-50 grade manufacturedby block making machine equipped with 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 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. |
| 12 | Excavation in Soil (any type) using Hydraulic Excavator CK 90with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 13 | Providing & laying Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type complete in all respect as per PWD specifications & to the entire satisfaction of Engineer-in-Charge. |
| 14 | Providing & laying Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure complete in all respect as per PWD specifications & to the entire satisfaction of Engineer-in-Charge. |
| 15 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete in all respect as per PWD specifications & to the entire satisfaction of Engineer-in-Charge. |
| 16 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.complete in all respect as per PWD specifications & to the entire satisfaction of Engineer-in-Charge. |
| 17 | Providing & laying First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth complete in all respect as per PWD specifications & to the entire satisfaction of Engineer-in-Charge. |
| 18 | Providing & laying centring and shuttering for slab of culverts complete in all respect as per PWD specifications & to the entire satisfaction of Engineer-in-Charge. |
| 19 | Providing & layingReinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth complete in all respect as per PWD specifications & to the entire satisfaction of Engineer-in-Charge. |
| 20 | Providing & laying 12.5 mm thick cementplaster 1:4complete in all respect as per PWD specifications & to the entire satisfaction of Engineer-in-Charge. |
| 21 | Providing & laying First class brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds complete in all respect as per PWD specifications & to the entire satisfaction of Engineer-in-Charge. |
| 22 | Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint complete in all respect as per PWD specifications & to the entire satisfaction of Engineer-in-Charge. |
| 23 | Removing humepipes of 300mm to 600 mm dia as per PWD specifications & to entire satisfaction of Engineer-in-charge |
| 24 | Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means)as per PWD specifications & to entire satisfaction of Engineer-in-charge |
| 25 | Creditof pipesas per PWD specifications & to entire satisfaction of Engineer-in-charge |
| 26 | Providing and fixing Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012withhighintensityMicroprismaticgrade retroreflective Sheetingas 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 angleiron supportedonasquare 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 postcompleteasperclause 801 ofMORT&H specifications. Supplier shall provide awarranty 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 67-2012Using highintensityMicroprismaticgrade retroreflective SheetingType IVas per ASTM D 4956 09 and as per IRC 67 2012 to entire satisfaction of Engineer-in-charge |
| 27 | Providing and fixing Mandatory sign board 900mm circular as per IRC 67- 2012withhighintensityMicroprismaticgrade retroreflective Sheeting as per ASTM D 4956 – 09and as per IRC 67 – 2012.Fixed over4mm 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 frameof25x25x3mmangleiron supportedonasquare 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 Using highintensityMicroprismaticgrade retroreflective SheetingType IVas per ASTM D 4956 09 and as per IRC 67 2012 to entire satisfaction of Engineer-in-charge |
| 28 | Providing and fixing Definition Plate 600x200mm rectangular as per as per IRC 67- 2012 withhighintensityMicroprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012.specifications. 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 welded with vertical post of sign boardcompleteasperclause 801 ofMORT&Hspecifications. 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 Using highintensityMicroprismaticgrade retroreflective SheetingType IVas per ASTM D 4956 09 and as per IRC 67 2012 to entire satisfaction of Engineer-in-charge |
| 29 | Providing and fixing Advance Direction sign board 1200x900mm rectangular as per IRC 67- 2012 withhighintensityMicroprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012. gradesheetingfixedover 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 frameof 25x25x3mm angle ironsupported ontwosquare hollow steel section post 60x60x3.2mm conforming to IS 4923firmlyfixedtogroundinfoundation concrete M-25 of size 0.60x0.60x0.75m 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 Using highintensityMicroprismaticgrade retroreflective SheetingType IVas per ASTM D 4956 09 and as per IRC 67 2012to entire satisfaction of Engineer-in-charge |
| 30 | Providing and fixing Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 withhighintensityMicroprismaticgrade retroreflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixedover 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 ontwosquare 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 Using highintensityMicroprismaticgrade retroreflective SheetingType IVas per ASTM D 4956 09 and as per IRC 67 2012to entire satisfaction of Engineer-in-charge |
| 31 | Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed.The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. |
| 32 | Add 1% Cultural affairsand Heritage Maintenance cess on above item work done cost on Sr. no. 1 to 31 |
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