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| 1 | Const. of kisan path link road 36 F to Main road ( 43 F Baringa to Bharatmala)Length 1.25 K.MKUMSSri Karanpur |
| 2 | Bill No. - 01 (Earth work ) |
| 3 | Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). Mechanically by power shovel, including mechanical loading and carriage up to 50m.Compensation for earth, taken from private land with all lead and lift (Land to be arranged by private negotiations by the contractor) [MoRTH Specification : Clause 301to 305]. |
| 4 | 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. |
| 5 | Extra for rolling to specification with power roller 8-10 tonne when earth is at suitable moisture content with desired density excluding watering.Field density not less than 95% of maximum dry density (Ordinary Proctor test) |
| 6 | Bill No. - 02 (Sub base & base course) |
| 7 | Providing and laying brick edging upto 15-19 cm deep and 9 -11 cm wide ( according to approved brick size to be specified) including digging of trenches, fixing bricks in position, refilling and disposal of surplus earth etc. complete |
| 8 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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 Material |
| 9 | Providing, laying, spreadingand compactingstone aggregate having physical requirement as per table 400-8 andof specific sizes as per table 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112 By Manual Means |
| 10 | a) Grading- I(Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel |
| 11 | b) Grading- II(Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel |
| 12 | c) Grading- III(Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel |
| 13 | Bill No. - 03 (BT Work) |
| 14 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 7.50 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface ) Add extra to item No. 5.1 for 1 Kg / 10 Sqm emulsion |
| 15 | Providing and applying tack coat on the prepared surface, withbitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )Add extra to item No. 5.2 ( Tack coat )for 1Kg / 10 Sqm emulsion |
| 16 | Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-6 & 500-7, grading-1for base / binder course including loading of aggregates with Front endloader and heating and mixing of stone aggregate and bitumen (including cost of anti-stripping compound wherever required) in hot mix plant transporting the mixed material in tipper and laying mixed material with sensor paver finisher to the requiredlevel and grade rolling by power roller & vibratory compactor to achievethe desired density (approved by the department )excluding cost of primer/tack coat [MoRTH Specification : Clause 504 & 112]with all lead . |
| 17 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping compound , wherever required), 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 all lead .[MoRTH Specification : Clause 510 & 112] In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG 30 |
| 18 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including cleaning and rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MoRTH specification clause 511 Type A - comprising of 11.2 mm to 2.36 mm size aggregate @ 0.09 Cum per 10 Sqm and bitumen binder VG-30 @ 9.8 Kg / 10 Sqm complete. |
| 19 | Bill No. - 04 (C.D. Work) |
| 20 | Earth work in excavation in foundation trenches etc. .in drains and channels etc. not exceeding 2m.depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m Clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 meters [MoRTH Specification : Clause 301,304] Ordinary soil. |
| 21 | Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar1:4 (1cement :4 sand) |
| 22 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 23 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3600 mm dia |
| 24 | Bill No. - 05 (Road Furniture) |
| 25 | Supply & fixing of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board) |
| 26 | 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 60 cm equilateral triangle |
| 27 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 28 | Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design. Km. Stone for NH, SH & MDR ( size 35 x110x25 cm) |
| 29 | Const. of kisan path link road 48 GG to Maano Li Dhaniya Length 0.75 K.MKUMSSri Karanpur |
| 30 | Bill No. - 01 (Earth work ) |
| 31 | Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). Mechanically by power shovel, including mechanical loading and carriage up to 50m.Compensation for earth, taken from private land with all lead and lift (Land to be arranged by private negotiations by the contractor) [MoRTH Specification : Clause 301to 305]. |
| 32 | 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. |
| 33 | Extra for rolling to specification with power roller 8-10 tonne when earth is at suitable moisture content with desired density excluding watering.Field density not less than 95% of maximum dry density (Ordinary Proctor test) |
| 34 | Bill No. - 02 (Sub base & base course) |
| 35 | Providing and laying brick edging upto 15-19 cm deep and 9 -11 cm wide ( according to approved brick size to be specified) including digging of trenches, fixing bricks in position, refilling and disposal of surplus earth etc. complete |
| 36 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto 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 Material |
| 37 | Providing, laying, spreadingand compactingstone aggregate having physical requirement as per table 400-8 andof specific sizes as per table 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112 By Manual Means |
| 38 | a) Grading- I(Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel |
| 39 | b) Grading- II(Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel |
| 40 | c) Grading- III(Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11.2mm Agg.) |
| 41 | Bill No. - 03 (BT Work) |
| 42 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 7.50 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface ) Add extra to item No. 5.1 for 1 Kg / 10 Sqm emulsion |
| 43 | Providing and applying tack coat on the prepared surface, withbitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )Add extra to item No. 5.2 ( Tack coat )for 1Kg / 10 Sqm emulsion |
| 44 | Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-6 & 500-7, grading-1for base / binder course including loading of aggregates with Front endloader and heating and mixing of stone aggregate and bitumen (including cost of anti-stripping compound wherever required) in hot mix plant transporting the mixed material in tipper and laying mixed material with sensor paver finisher to the requiredlevel and grade rolling by power roller & vibratory compactor to achievethe desired density (approved by the department )excluding cost of primer/tack coat [MoRTH Specification : Clause 504 & 112]with all lead : Grading II (19 mm nominal size) - Bitumen @ 3.40 % of mix using VG 30( thickness 50 - 75mm ) |
| 45 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping compound , wherever required), 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 all lead .[MoRTH Specification : Clause 510 & 112] In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG 30 |
| 46 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including cleaning and rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MoRTH specification clause 511 Type A - comprising of 11.2 mm to 2.36 mm size aggregate @ 0.09 Cum per 10 Sqm and bitumen binder VG-30 @ 9.8 Kg / 10 Sqm complete. |
| 47 | Bill No. - 04 (C.D. Work) |
| 48 | Earth work in excavation in foundation trenches etc. .in drains and channels etc. not exceeding 2m.depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m Clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 meters [MoRTH Specification : Clause 301,304] Ordinary soil. |
| 49 | Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar1:4 (1cement :4 sand) |
| 50 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 51 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3600 mm dia |
| 52 | Bill No. - 05 (Road Furniture) |
| 53 | Supply & fixing of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board) |
| 54 | 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 60 cm equilateral triangle |
| 55 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 56 | Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design. Km. Stone for NH, SH & MDR ( size 35 x110x25 cm) |
