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Tendering Authority: Chandigarh Administration
Tender ID4179702
Organisation NameChandigarh Administration
Tender BriefCorrigendum : Recarpeting Of Main Road Junctions 34 To 31 Dakshin Marg Chandigarh
Last Date For Submission13th May, 2026
Opening Date13 May, 2026
Cost
Document Cost0.00
EMD765640.00
Estimated Cost38281997.00
Location
CityChandigarh
StateChandigarh

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BOQ Items
#ItemQtyUnits
1Providing and laying tack coat with bitumen VG-10 @ 3.00 kg/10 sqm using sprayer pump on prepared surface heating bitumen in boiler and spraying bitumen with spray set fitted on bitumen boiler including cleaning of road surface with complete in all respect as per MORT&H specification and to the entire satisfaction of the Engineer-in-charge.82817.95Sqm
2Providing and laying 30 mm thick bituminous concrete as per clause 507 of MORT&H specification with mechanical paver/manually after mixing aggregate and bitumen as per design mix in Hot mix plant using minimum5.65% bitumen of grade VG- 30 and using both coarse and fine aggregate filler stone dust @2% by weight of aggregate confirming to relevant specification laid in MORT&H specification clause 507.2.2 and 507.2.3 with grading confirming to table 500-17 gradation II of MORT&H specification and density of bituminous concrete as laid 2.35 gm/cc complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge.770.20Cum
3Providing and laying 35 mm thick bituminous concrete as per clause 507 of MORT&H specification with mechanical paver/manually after mixing aggregate and bitumen as per design mix in Hot mix plant using minimum 5.65% bitumen of grade VG- 30 and using both coarse and fine aggregate filler stone dust @2% by weight of aggregate confirming to relevant specification laid in MORT&H specification clause 507.2.2 and 507.2.3 with grading confirming to table 500-17 gradation II of MORT&H specification and density of bituminous concrete as laid 2.35 gm/cc complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge.1454.93Cum
4Providing and laying type 3 (6mm to 8mm)7 mm Avg. Thick SLURRY SEAL with mechanical paver/manually after mixing aggregate and bitumen as per design mix in hot mix plant using 7.5% Straight run bitumen of VG-30 penetration and using fine aggregate with 2% filler to the weight of aggregate confirming to relevant specification laid in MORT&H specification and density of slurry seal concrete as laid 1.71 Gm/c.c.complete in all respect and to the entire satisfaction of the Engineer-in-charge.15575.16Sqm
5Providing and applying 2.5mm (minimum) thick thermoplastic road marking paint for edge line, central line, stop line, segregation line, zebra crossing, arrows and other road signs etc. The thermoplastic material should be homogeneously composed of pigment, hot resin and glass reflectorising beads @0.250 Kg/Sqm. The gradation of glass beads must be as per table 800.4 and properties of material should be as per table 800.3 of MORT&H specification (5th revision). The work should be complete in all respects and to the entire satisfaction of Engineer-in-charge.932.26Sqm
13th May, 2026

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