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| 1 | 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. |
| 2 | 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. |
| 3 | 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. |
| 4 | 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. |
| 5 | 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 |
| 6 | 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. |
| 7 | 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 |
| 8 | 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 |
| 9 | 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 |
| 10 | 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. |
| 11 | Providing and applying 2.5mm (minimum) thick thermoplastic road marking paint for edge line, central line, stop line, segregation line, zebra crossing, all signs on road 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 as per MORT&H specification clause 803.4 complete in all respects and to the entire satisfaction of Engineer-in-charge. N.S. |
| 12 | Providing and applying 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. |
| 13 | Providing and applying 15mm (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. |
| 14 | Providing and fixing of Raised pavement markers (Cat eyes) of make 3m series/ Avery Denninson 80/C-80 conforming to ASTM D4280 type H with micro prismatic lens on both sides with 13 sq cum retro-reflective surface area in each lens, having two no. 3cm shanks and fixing the same with suitable epoxy after cutting the road surface for embedding shanks complete in all respects and to the entire satisfaction of the Engineer in charge. N.S. |
| 15 | Providing and laying 40 mm thick Mastic Asphalt wearing course with paving grade 85/25 bitumen (with minimum bitumen content 10.2% by weight of mix) meeting the requirements given in table 500-39 prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100°c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516 of MoRT&H Specifications for Road & Bridge works (5th revision) |
| 16 | Providing and fixing of central verge spring post central verge base interlocking made of impact resistance plastic size 750X250X75 mm black and yellow having reflective red/ white strip 25mm on boh side provided with for steel zinc plated nails. Base to have one flexible plastic spring post of height 700mm having two reflective white sleeves on the top and bottom fixable to base with plastic flange and screws to firm grip and further to be fixed on road with the help of nails and apoxy to grip on surface complete in all respect with entire satisfaction of Engineer-in-charge Please Enable Macros to View BoQ information |
