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| 1 | Part-A : G.T. Road from 556.00 Kmp to 566.00 Km at different loactions under Burdwan Division, P.W.D. in the district of Purba Bardhaman.Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).on Bituminous surfaceUsing Cationic bitumen emulsion (MS, Packed) @ 0.25 kg / sqm |
| 2 | Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision).A. For Grading 1 (40 mm nominal size)Using Bitumen (VG-30, Packed) |
| 3 | Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen (VG-30, Packed) carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. |
| 4 | Providing and laying Premixed Seal Coat (Type B) with approved quality grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder (VG-30, Packed) , laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). II By Manual Means |
| 5 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 80 cm x 60 cm rectangular |
| 6 | 60 cm circular |
| 7 | 90 cm equilateral triangle |
| 8 | 90 cm high octagon |
| 9 | Providing and erecting direction and placeidentification retro- reflectorised sign as per IRC :67made of high intensity grade sheeting vide clause801.3, fixed over aluminium sheeting, 2 mm thick witharea exceeding 0.9 sqm supported on a mild steelangle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmlyfixed to the ground by means of properly designedfoundation with M 15 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as perapproved drawing and Clause 801 of Specificationsfor Road & Bridge Works of MoRT&H (5th Revision).. |
| 10 | Providing and laying of hot applied thermoplasticcompound 2.5 mm thick including reflectorising glassbeads @ 250 gms per sqm area, thickness of 2.5 mmis exclusive of surface applied glass beads as perIRC:35. The finished surface to be level, uniform andfree from streaks and holes complete as per Clause803 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision). |
| 11 | Providing and laying Bituminous Profile Corrective Course using Mobile Hot Mix Plant (Light Duty) and using aggregates of Grading-2 of Table-33 premixed with 75kg of bitumen (VG-30, Packed) per cum, transported to site laid over a previously prepared surface at specified laying temperature to the required grade, level andalignment, as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per direction of Engineer-incharge. |
| 12 | Part-B : Burdwan Katwa Road 0.00 Kmp to 55.60 Kmp and Burdwan Kalna Link Road from 0.00 Kmp. to 3.00 Kmp. at different loactions under Burdwan Division, P.W.D. in the district of Purba Bardhaman.Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). on Bituminous surfaceUsing Cationic bitumen emulsion (MS, Packed) @ 0.25 kg / sqm |
| 13 | Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision).A. For Grading 1 (40 mm nominal size)Using Bitumen (VG-30, Packed) |
| 14 | Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen (VG-30, Packed) carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. |
| 15 | Providing and laying Premixed Seal Coat (Type B) with approved quality grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder (VG-30, Packed) , laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). II By Manual Means |
| 16 | Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC :67 madeof high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 1.5 mm thicksupported on a mild steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means ofproperly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing andClause 801 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision). 60 cm x 45 cm rectangular |
| 17 | 60 cm circular |
| 18 | 90 cm equilateral triangle |
| 19 | 90 cm high octagon |
| 20 | Providing and erecting direction and placeidentification retro- reflectorised sign as per IRC :67made of high intensity grade sheeting vide clause801.3, fixed over aluminium sheeting, 2 mm thick witharea exceeding 0.9 sqm supported on a mild steelangle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmlyfixed to the ground by means of properly designedfoundation with M 15 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as perapproved drawing and Clause 801 of Specificationsfor Road & Bridge Works of MoRT&H (5th Revision).. |
| 21 | Providing and laying of hot applied thermoplasticcompound 2.5 mm thick including reflectorising glassbeads @ 250 gms per sqm area, thickness of 2.5 mmis exclusive of surface applied glass beads as perIRC:35. The finished surface to be level, uniform andfree from streaks and holes complete as per Clause803 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision). |
| 22 | Providing and laying Bituminous Profile Corrective Course using Mobile Hot Mix Plant (Light Duty) and using aggregates of Grading-2 of Table-33 premixed with 75kg of bitumen (VG-30, Bulk) per cum, transported to site laid over a previously prepared surface at specified laying temperature to the required grade, level andalignment, as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per direction of Engineer-incharge. |
| 23 | Part C : Memari Monteswar Road (SH-15) 12.00 Kmp to 31.30 Km at different loactions under Burdwan Division, P.W.D. in the district of Purba Bardhaman.Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).on Bituminous surfaceUsing Cationic bitumen emulsion (MS, Packed) @ 0.25 kg / sqm |
| 24 | Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision).A. For Grading 1 (40 mm nominal size)Using Bitumen (VG-30, Packed) |
| 25 | Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen (VG-30, Bulk) carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. |
| 26 | Providing and laying Premixed Seal Coat (Type B) with approved quality grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder (VG-30, Packed) , laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). II By Manual Means |
| 27 | Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC :67 madeof high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 1.5 mm thicksupported on a mild steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means ofproperly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing andClause 801 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision). 80 cm x 60 cm rectangular |
| 28 | 60 cm circular |
| 29 | 90 cm equilateral triangle |
| 30 | 90 cm high octagon |
| 31 | Providing and laying of hot applied thermoplasticcompound 2.5 mm thick including reflectorising glassbeads @ 250 gms per sqm area, thickness of 2.5 mmis exclusive of surface applied glass beads as perIRC:35. The finished surface to be level, uniform andfree from streaks and holes complete as per Clause803 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision). |
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| 33 | Add Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
