Public Works Department-PWD has published Rehabilitation Of Various Roads In District Jodhpur Under Ridf-Xxvi Pkg No . Rj-21/Ridf-Xxvi/01. Submission Date for this Tender is 27-01-2021. Road Work Tenders in Jodhpur Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Rehabilitation of various roads in District Jodhpur under RIDF-XXVI Pkg No. RJ-21/RIDF-XXVI/01 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | AR to Jelwa from Pataliyawas Km 0/0 to 4/0 under RIDF 26\nProviding and applying primer coat over prepared surface of granular base (WBM/WMM) with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 7-10 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502, 501.5.2,112 ( Including cleaning of road surface ) (Using item 6.1+6.1.1) | BI01010001010000000000000515BI0100001113 | 4125 | Sqm |
| 2 | 2 | Providing and applying tack coat with Bitumen grade VG-10 using mechanical bitumen pressure distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001114 | 10375 | Sqm |
| 3 | 3 | Providing and applying tack coat with Bitumen grade VG-10 using mechanical bitumen pressure distributor distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001115 | 4125 | Sqm |
| 4 | 4 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 511 Laying by Mechnical Means - Type B - Premixed in in approved HMP as per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqm and bitumen binder (VG-30 grade) @ 6.8 Kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete - including carriage for 20 Km. lead. | BI01010001010000000000000515BI0100001116 | 14500 | Sqm |
| 5 | 5 | S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. - 5th Km. Stone | BI01010001010000000000000515BI0100001117 | 1 | Each |
| 6 | 6 | Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801.Double angle post - 150 cm. X 120 cm. | BI01010001010000000000000515BI0100001118 | 1 | Each |
| 7 | 7 | S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. - 200 M. Stone. | BI01010001010000000000000515BI0100001119 | 16 | Each |
| 8 | 8 | S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. - Ordinary Km. Stone for NH | BI01010001010000000000000515BI0100001120 | 4 | Each |
| 9 | 9 | Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-9, 800-10 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4. | BI01010001010000000000000515BI0100001121 | 204 | Sqm |
| 10 | 10 | Add extra for adding Shreded Plastic Waste (as per Guidelines envisaged in IRC:SP:98-2013) over item of Open Graded Premix Carpet @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant (The Bitumen content will be as per respective Clause of MoRTH Speciication) | BI01010001010000000000000515BI0100001122 | 15625 | Sqm |
| 11 | 11 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-24, heating bituminous binder @ 14.6 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 Km.[MORTH Specification : Clause 510,112] -In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with VG-30 bitumen. | BI01010001010000000000000515BI0100001123 | 15625 | Sqm |
| 12 | 12 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201-By mechanical Means . -In area of light jungle | BI01010001010000000000000515BI0100001124 | 2.4 | Hectare |
| 13 | 13 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] - In ordinary Soil - Mechanically by power shovel, including mechanical loading and carriage by tipper/dumper (6T capacity) | BI01010001010000000000000515BI0100001125 | 450 | Cum |
| 14 | 14 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : - For grading-III with CBR value not less than 20. to attain 100% proctor density. | BI01010001010000000000000515BI0100001126 | 900 | Cum |
| 15 | 15 | Providing, laying, spreading and compacting stone aggregate of as per table 400-12 and 400-13 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 20 Km. | BI01010001010000000000000515BI0100001127 | 421.88 | Cum |
| 16 | 16 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-30 grade) over a prepared sub-base with 43 grade cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. | BI01010001010000000000000515BI0100001128 | 225 | Cum |
| 17 | 17 | Hariydhana to Patel Nagar Km 4/0 to 6/0 Renewal under RIDF 26\nClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201-By mechanical Means . -In area of light jungle | BI01010001010000000000000515BI0100001129 | 1.2 | Hectare |
| 18 | 18 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : - For grading-III with CBR value not less than 20. to attain 100% proctor density. | BI01010001010000000000000515BI0100001130 | 450 | Cum |
| 19 | 19 | Providing and applying tack coat with Bitumen grade VG-10 using mechanical bitumen pressure distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001131 | 1781.25 | Sqm |
| 20 | 20 | Providing and applying primer coat over prepared surface of granular base (WBM/WMM) with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 7-10 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502, 501.5.2,112 ( Including cleaning of road surface ) (Using item 6.1+6.1.1) | BI01010001010000000000000515BI0100001132 | 5343.75 | Sqm |
| 21 | 21 | Providing and applying tack coat with Bitumen grade VG-10 using mechanical bitumen pressure distributor distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001133 | 5343.75 | Sqm |
| 22 | 22 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 511 Laying by Mechnical Means - Type B - Premixed in in approved HMP as per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqm and bitumen binder (VG-30 grade) @ 6.8 Kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete - including carriage for 20 Km. lead. | BI01010001010000000000000515BI0100001134 | 7125 | Sqm |
| 23 | 23 | Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-9, 800-10 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4. | BI01010001010000000000000515BI0100001135 | 59.4 | Sqm |
| 24 | 24 | S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. - 5th Km. Stone | BI01010001010000000000000515BI0100001136 | 1 | Each |
| 25 | 25 | Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign board is 2.85m. upto foundation level post duly painted in black & white synthetic enamel. fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. - 90 Cm equilateral triangle | BI01010001010000000000000515BI0100001137 | 2 | Each |
| 26 | 26 | S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. - 200 M. Stone. | BI01010001010000000000000515BI0100001138 | 8 | Each |
| 27 | 27 | S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. - Ordinary Km. Stone for NH | BI01010001010000000000000515BI0100001139 | 2 | Each |
| 28 | 28 | Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801.Double angle post - 150 cm. X 120 cm. | BI01010001010000000000000515BI0100001140 | 1 | Each |
| 29 | 29 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-24, heating bituminous binder @ 14.6 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 Km.[MORTH Specification : Clause 510,112] -In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with VG-30 bitumen. | BI01010001010000000000000515BI0100001141 | 7712.81 | Sqm |
| 30 | 30 | Add extra for adding Shreded Plastic Waste (as per Guidelines envisaged in IRC:SP:98-2013) over item of Open Graded Premix Carpet @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant (The Bitumen content will be as per respective Clause of MoRTH Speciication) | BI01010001010000000000000515BI0100001142 | 7712.81 | Sqm |
| 31 | 31 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] - In ordinary Soil - Mechanically by power shovel, including mechanical loading and carriage by tipper/dumper (6T capacity) | BI01010001010000000000000515BI0100001143 | 213.75 | Cum |
| 32 | 32 | Providing, laying, spreading and compacting stone aggregate of as per table 400-12 and 400-13 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 20 Km. | BI01010001010000000000000515BI0100001144 | 428.91 | Cum |
| 33 | 33 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-30 grade) over a prepared sub-base with 43 grade cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. | BI01010001010000000000000515BI0100001145 | 56.25 | Cum |
| 34 | 34 | AR to New Hospital to Bilara Sojat road Km 0/0 to 2/0 renewal under RIDF 26\nClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201-By mechanical Means . -In area of light jungle | BI01010001010000000000000515BI0100001146 | 0.96 | Hectare |
| 35 | 35 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] - In ordinary Soil - Mechanically by power shovel, including mechanical loading and carriage by tipper/dumper (6T capacity) | BI01010001010000000000000515BI0100001147 | 1460 | Cum |
| 36 | 36 | Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5]. - BY MANUAL MEANS : When Laying of earth in layers is done simultaneously with excavation of earth work with all lead and lift but excluding rolling and watering | BI01010001010000000000000515BI0100001148 | 560 | Cum |
| 37 | 37 | Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5]. - BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering. | BI01010001010000000000000515BI0100001149 | 560 | Cum |
| 38 | 38 | Extra for watering the earth to bring the earth upto required O.M.C excluding rolling | BI01010001010000000000000515BI0100001150 | 560 | Cum |
| 39 | 39 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : - For grading-III with CBR value not less than 20. to attain 100% proctor density. | BI01010001010000000000000515BI0100001151 | 1020 | Cum |
| 40 | 40 | Providing, laying, spreading and compacting stone aggregate of as per table 400-12 and 400-13 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 20 Km. | BI01010001010000000000000515BI0100001152 | 780 | Cum |
| 41 | 41 | Providing and applying primer coat over prepared surface of granular base (WBM/WMM) with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 7-10 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502, 501.5.2,112 ( Including cleaning of road surface ) (Using item 6.1+6.1.1) | BI01010001010000000000000515BI0100001153 | 5200 | Sqm |
| 42 | 42 | Providing and applying tack coat with Bitumen grade VG-10 using mechanical bitumen pressure distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001154 | 3600 | Sqm |
| 43 | 43 | Providing and applying tack coat with Bitumen grade VG-10 using mechanical bitumen pressure distributor distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001155 | 5200 | Sqm |
| 44 | 44 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 511 Laying by Mechnical Means - Type B - Premixed in in approved HMP as per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqm and bitumen binder (VG-30 grade) @ 6.8 Kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete - including carriage for 20 Km. lead. | BI01010001010000000000000515BI0100001156 | 8800 | Sqm |
| 45 | 45 | Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign board is 2.85m. upto foundation level post duly painted in black & white synthetic enamel. fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. - 90 Cm equilateral triangle | BI01010001010000000000000515BI0100001157 | 2 | Each |
| 46 | 46 | Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-9, 800-10 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4. | BI01010001010000000000000515BI0100001158 | 42.6 | Sqm |
| 47 | 47 | S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. - 200 M. Stone. | BI01010001010000000000000515BI0100001159 | 6 | Each |
| 48 | 48 | S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. - 5th Km. Stone | BI01010001010000000000000515BI0100001160 | 1 | Each |
| 49 | 49 | S&F in position cut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. - Ordinary Km. Stone for NH | BI01010001010000000000000515BI0100001161 | 2 | Each |
| 50 | 50 | Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801.Double angle post - 150 cm. X 120 cm. | BI01010001010000000000000515BI0100001162 | 1 | Each |
| 51 | 51 | Add extra for adding Shreded Plastic Waste (as per Guidelines envisaged in IRC:SP:98-2013) over item of Open Graded Premix Carpet @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant (The Bitumen content will be as per respective Clause of MoRTH Speciication) | BI01010001010000000000000515BI0100001163 | 9664 | Sqm |
| 52 | 52 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-24, heating bituminous binder @ 14.6 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 Km.[MORTH Specification : Clause 510,112] -In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with VG-30 bitumen. | BI01010001010000000000000515BI0100001164 | 9664 | Sqm |
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