|
| 1 | NH166E at km 80/728 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 3 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30%b) 1.50m to 3.00m lift, Add 10% |
| 4 | Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) |
| 5 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA |
| 6 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 7 | Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt. 20-4-79, with 3 rows of 50mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 125 x 65 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata. |
| 8 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40Kilogrameach complete as per drawings and Technical specifications etc. complete. (boulder laid without wire crates) |
| 9 | NH 65 at km 8/800 to 14/000 Milling of existing bituminous surfaceto specifieddepth ofbituminous layerincluding disposalofremovedmaterialwithallliftandleadupto1000metccomplete.Using |
| 10 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 Kilogram/10 Square Metre. (VG-10 bulk bitumen rates are considered to arrive at rates |
| 11 | DENSEBITUMINOUSMACADAM:Provingandlayingdensebituminousmacadam usingcrushedaggregatesofGrading1,premixedwithbituminousbinderofspecified grade of Bitumen @4.50 percent by weight oftotal mixand filler,transported tosite with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness |
| 12 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen set footed in bitumen boiler on B.T.surface2.5kg/10sqm.(VG-30bulk |
| 13 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-40 bulk bitumen rates are considered to arrive at rates) |
| 14 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre 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 complete. |
| 15 | Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting |
| 16 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000Kilogramtested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kilogram. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 17 | Dressing of side shoulder/Scrapping the road side shoulder by Mechanical means(ByJCB/DOUZER)including excavation of raised side shoulders up to 15cm depth including remooving/cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. |
| 18 | Providingselectedhard murum for road side widths ,including supplying hard murum and spreadingetc. complete. |
| 19 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 20 | Engaging labour for Cleaning Road Surface During Palkhi Procession. |
| 21 | Engaiging JCB DuringPalkhi Procession. |
| 22 | EngaigingTipper (Hywa) DuringPalkhi Procession. |
| 23 | Engaiging Tractor With TrollyDuringPalkhi Procession |
| 24 | ProvidingHeavyDutyFibreGlassReinforcedPlasticTemporaryBarricadeof1.75m hight, with base width of 430 mm as a provision to accept water ballasting of 101 Itrs-110 Ltrs approx. and arrangement for traffic diversion such as traffic signals during construction at site, for day and night as per requirement. The raw material shall be UV stabilized Linear Low Density Polyethylene and should meet therequirements stipulated in standard IS: 10146-1982, IS:10141-1982 and shouldalso comply to FDA:CFRTitle 21.177.1520.OlefinPolymers,withspecificFRPGrade300-104reinforcedduring mouldingprocesstothepermissibleextentforimprovedimpactstrength.Qualification Criteria: For qualifying thesample , few tests shall be performed at Government Lab OR NABL Accredited Lab on Site Safety Fence sample, failure or deviations in test results of sample shallbedisqualified.Thetestsandqualifyingresultsareasunder,(a)tensile strength at yield by ASTM D 638 =20.93 mPA, (b) Elongation at break ASTM D 638 = |
| 25 | Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaningoil,grease,dirtandotherforeignmatterandsandpaperingasrequiredetc. |
| 26 | Providing and applying two coats of flat oil paint of approved colour to the old structural steel work andiron workpreviouslypainted inbuilding including scaffolding, if necessary, cleaning and preparing the surface (excluding primer coat)etc. complete. |
| 27 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 4 mm aluminum sheet ( Composite Material ) bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one Number of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cutout sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. |
| 28 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4 mm aluminum (composite material ) sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two Number mild steel angle iron post 75 mm x 75 mm x 6 mm,3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc. complete.The nut bolts of board with angle iron post / supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade |
| 29 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading,deepening of side drains as well as catch water drains etc. complete |
| 30 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts complete |
| 31 | Solar Raised Pavement Markers made of polycarbonate moldedbody with circular shape, solar powered, LED self illumination inactive mode, 360 degree illumination and reflective panels with micro prismatic lens |
| 32 | Excavationfor roadway in earth, soil of all sorts, sand,gravel orsoft murum including dressingsectiontotherequiredgrade,camberandsideslopesandconveyingthe excavatedmaterials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 33 | Conveyingmaterialsobtainedfromroadcuttingincludingalllifts,layinginlayersof 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, wateringand compacting to not less than 97% of standard Proctor density for a lead of over50m.to300m.inclusivefromthesiteofexcavationtothesiteofdepositionas |
| 34 | Routine Maintenance |
| 35 | Junnar Ghodegaon km 13/880 to 41/880Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 36 | Excavation for catch / side water gutter in Hard Murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed |
| 37 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600 mm diameter in proper line, level and slope etc. complete |
| 38 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete (Material obtained from other sources) |
| 39 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 40 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
| 41 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boiler on B.T. surface 2.5 kg/10 sqm. VG-10 bulk bitumen. |
| 42 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading1, premixed with bituminous binder, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100mm compacted thickness with 3.3% using specified grade of Bitumen.--USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates). |
| 43 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen, including tack coat at 2.5 kg/10 sqm using VG-30 bulk bitumen For Bitumen of specified grade VG30 USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) For Pothole filling |
| 44 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 45 | Employing Loader 1 cum bucket capacity with tipper 3.50 cum capacity, to make cuts at existing retaining wall, road side shoulders, kerbs so as to allow the flow of water safely and avoid scouring of side shoulders and avoid overtopping of carriageway, removing advertisement boards prone to accidents on median and road side widths, etc. complete. |
| 46 | Labour charges for Mazdoor unskilled - heavy male at the site of work. |
| 47 | Routine Maintenance of the following section 28.000 MFTwo Lane (BT Road)4.7800.90From ch. 37-100 to 4.780Intermediate Lane (BT)23.2200.68From ch. 13- 880 to23.220 |
| 48 | Junnar Ghodegaon km 41/880 to 69/820Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 49 | Excavation for catch / side water gutter in Hard Murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed |
| 50 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600 mm diameter in proper line, level and slope etc. complete |
| 51 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete (Material obtained from other sources) |
| 52 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 53 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
| 54 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boiler on B.T. surface 2.5 kg/10 sqm. VG-10 bulk bitumen. |
| 55 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading1, premixed with bituminous binder, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100mm compacted thickness with 3.3% using specified grade of Bitumen.--USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates). |
| 56 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen, including tack coat at 2.5 kg/10 sqm using VG-30 bulk bitumen For Bitumen of specified grade VG30 USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) For Pothole filling |
| 57 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 58 | Employing Loader 1 cum bucket capacity with tipper 3.50 cum capacity, to make cuts at existing retaining wall, road side shoulders, kerbs so as to allow the flow of water safely and avoid scouring of side shoulders and avoid overtopping of carriageway, removing advertisement boards prone to accidents on median and road side widths, etc. complete. |
| 59 | Labour charges for Mazdoor unskilled - heavy male at the site of work. |
| 60 | Routine Maintenance of the following section27.940 MFTwo Lane (BT Road) 3.900 0.90From ch. 41-880 to 45-7803.900Intermediate Lane (BT)24.0400.68From ch. 45-780 to 69-820 24.040 |
| 61 | (NH-60 Spur) From KM 2/928 TO 23/928Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 62 | Excavation for catch / side water gutter in Hard Murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed |
| 63 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine aggregates of required specifications (Natural sand / VSI sand finely washed etc. ) |
| 64 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600 mm diameter in proper line, level and slope etc. complete |
| 65 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA |
| 66 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete (Material obtained from other sources) |
| 67 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 68 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
| 69 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boiler on B.T. surface 2.5 kg/10 sqm. VG-10 bulk bitumen. |
| 70 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading1, premixed with bituminous binder, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100mm compacted thickness with 3.3% using specified grade of Bitumen.--USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates). |
| 71 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen, including tack coat at 2.5 kg/10 sqm using VG-30 bulk bitumen For Bitumen of specified grade VG30 USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) For Pothole filling |
| 72 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 73 | Employing Loader 1 cum bucket capacity with tipper 3.50 cum capacity, to make cuts at existing retaining wall, road side shoulders, kerbs so as to allow the flow of water safely and avoid scouring of side shoulders and avoid overtopping of carriageway, removing advertisement boards prone to accidents on median and road side widths, etc. complete. |
| 74 | Labour charges for Mazdoor unskilled - heavy male at the site of work. |
| 75 | Routine Maintenance ( RM) |
| 76 | (NH-60 Spur) From KM 23/928 To KM 41/928 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 77 | Excavation for catch / side water gutter in Hard Murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed |
| 78 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine aggregates of required specifications (Natural sand / VSI sand finely washed etc. ) |
| 79 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600 mm diameter in proper line, level and slope etc. complete |
| 80 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA |
| 81 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete (Material obtained from other sources) |
| 82 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 83 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
| 84 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boiler on B.T. surface 2.5 kg/10 sqm. VG-10 bulk bitumen. |
| 85 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading1, premixed with bituminous binder, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100mm compacted thickness with 3.3% using specified grade of Bitumen.--USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates). |
| 86 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen, including tack coat at 2.5 kg/10 sqm using VG-30 bulk bitumen For Bitumen of specified grade VG30 USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) For Pothole filling |
| 87 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 88 | Employing Loader 1 cum bucket capacity with tipper 3.50 cum capacity, to make cuts at existing retaining wall, road side shoulders, kerbs so as to allow the flow of water safely and avoid scouring of side shoulders and avoid overtopping of carriageway, removing advertisement boards prone to accidents on median and road side widths, etc. complete. |
| 89 | Labour charges for Mazdoor unskilled - heavy male at the site of work. |
| 90 | Routine Maintenance ( RM) |
| 91 | (NH-60 Spur) From KM 41/928 to KM 63/378Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 92 | Excavation for catch / side water gutter in Hard Murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed |
| 93 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine aggregates of required specifications (Natural sand / VSI sand finely washed etc. ) |
| 94 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600 mm diameter in proper line, level and slope etc. complete |
| 95 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA |
| 96 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete (Material obtained from other sources) |
| 97 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 98 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
| 99 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boiler on B.T. surface 2.5 kg/10 sqm. VG-10 bulk bitumen. |
| 100 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading1, premixed with bituminous binder, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100mm compacted thickness with 3.3% using specified grade of Bitumen.--USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates). |
| 101 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen, including tack coat at 2.5 kg/10 sqm using VG-30 bulk bitumen For Bitumen of specified grade VG30 USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) For Pothole filling |
| 102 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 103 | Employing Loader 1 cum bucket capacity with tipper 3.50 cum capacity, to make cuts at existing retaining wall, road side shoulders, kerbs so as to allow the flow of water safely and avoid scouring of side shoulders and avoid overtopping of carriageway, removing advertisement boards prone to accidents on median and road side widths, etc. complete. |
| 104 | Labour charges for Mazdoor unskilled - heavy male at the site of work. |
| 105 | Routine Maintenance ( RM) |
