Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jul 2024
Closing Date24 Jul 2024
Tender Amount₹ 2,97,84,144 
Notes
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Costs

  • EMD

    ₹ 5,95,683
  • Document Cost

    ₹ 20,000
  • Tender Fee

    ₹ 5,900

Description

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BOQ Items

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Providing and laying of brick on end edging 6.83 cm wide, 11.11cm long and 22.86 high half brick deep including excavation, refilling and disposal of surplus earth up to 50 mtr complete as per Punjab PWD specifications. 24.14

14000

1149260

82.09

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Granular Sub-Base 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

2365.44

2740173

1158.42

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Relaying of recovered material obtained from dismantled road material obtained from road crust as 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 (Labour Component Only)

204.96

33014

161.08

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Water Bound Macadam Grading I (without screening for low volume Roads/undersigned 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

985.32

1923531

1952.19

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Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads 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

3930.57

7673062

1952.15

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Surface dressing Providing and laying surface dressing in singlecoat using crushed stone aggregates of specifiedsize on a layer of bituminous binder VG-10 @ 1kgper sqm laid on prepared surface after cleaningthe road surface and rolling with 8-10 tonnesmooth wheeled steel roller complete as pertechnical clause 509 of MORT&H specifications 24.24

39270

3231921

82.3

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Tack coat with Bitumen VG-10 Bulk 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 ituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications

39270

890250

22.67

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Semi-Dense Bituminous Concrete 25mm to 30mm thickness (Grading II) Providing and laying semi dense bituminous concrete 25mm to 30mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per IRC-111 (2009) specifications

981.75

9999683

10185.57

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Dismantling brick work tile, masonry or tile lining , dry brick work

802.33

127634

159.08

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(-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:- (i) Brick Bat

401.16

-199689

497.78

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(ii) Bricks

115535

-577675

5

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Construction of Type-IV side drain as per standard drawing and design complete in all respect as per PWD specifications

433

452974

1046.13

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Construction of 2.75 Mtr high Retaining wall as per standard drawing and design complete in all respect as per PWD specifications

12

364212

30351

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Construction of 2 feet dia Hume Pipe culvert as per standard drawing and design complete in all respect as per PWD specifications

2

127268

63634.22

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Construction of side slope drain with toe wall complete as per drawing and design

10

30496

3049.62

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Road Furniture Reinforced cement concrete M-15 grade ordinary kilometer 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 specifications

4

11785

2946.32

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Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications

28

19766

705.96

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Reinforced 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

45

65174

1448.33

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Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV 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 Definition Plate 600x200mm)

10

40764

4076.45

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Mandatory sign board 600mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV 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 60x60x3.2mm 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 . with defination plate)

2

9111

4555.67

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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retroreflective 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

4

16304

4076.13

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Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV 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 .

6

42263

7043.97

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Advance Direction/Informatory sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting 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 0.60x0.60x0.75m 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

2

24345

12172.88

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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.

287.33

187342

652.01

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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 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications

103.75

12025

115.91

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Videography of Proposed/Execute site of work before & after completion of work two times (stilling & video Job Work)

1

1000

1000

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Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above

29489252.01

294892

0.01



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