Recarpeting of Road from Jn31 to upto Boundary Mullanpur on Dakshin Marg UT Chandigarh

Dismantling of existing kerbs and stacking the same with in a lead of 1000 Meter complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge. N.S.

Dismantling of existing Channels and stacking the same with in a lead of 1000 Meter complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge. N.S.

Providing 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.

Providing and laying 70mm thick dense graded bituminous macadam with mechanical paver after mixing aggregate and bitumen as per design mix in hot mix plant using minimum @ 4.75% bitumen of grade VG-30 of total mix with aggregate confirming to requirement laid in table 500.8 and as per grading II specified in table 500.10 complete as per clause no. 507 of MORT&H specification rolling with smooth wheeled vibratory and tandem roller as per clause 501.6 and 501.7 to achieve the desired density 2.3gm/cc. complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Providing and laying 40mm thick bituminous concrete as per clause 509 of MORT&H specification with mechanical paver after mixing aggregate and bitumen as per design mix in Hot mix plant using minimum 5.75% 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 509.2.2 and 509.2.3 with grading confirming to table 500.18 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

Providing and laying type 3 (6mm to 8mm) 7 mm avg. Thick SLURRY SEAL with mechanical paver after mixing aggregate and bitumen in hot mix plant using 12 kg/sqm Straight run bitumen of VG-30 penetration 7.5% (by weight & qty aggregate) and using fine aggregate with 2% filler to the weight of aggregate confirming to relevant specification laid in MORT&H specification complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Refixing of dismantled PCC Kerb with cement mortar 1:2 complete in all respects and to the entire satisfaction of the Engineer in Charge. N.S

Refixing of dismantled PCC Channel with cement mortar 1:2 complete in all respects and to the entire satisfaction of the Engineer in Charge. N.S

providing and fixing of factory manufactured precast concrete kerb of size 300mm x 300mm having 150mm thickness with one edge semi rounded duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge

providing and fixing of factory manufactured precast concrete channel of size 300mm x 300mm having 75mm thickness duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge.