Improvement and Widening of SH-235 Shelgaon Khadka Mahatpuri MDR-20 Km. 2/00 to 12/00 Tq. Sonpeth Dist. Parbhani.

Amount

Part A (Work Portion)

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, 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 150mm in thickness.

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

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.

Providing earth work in embankment with approved materials obtained from departmental land including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete(Material obtained from departmental Land) (Departmental)

Providing earth work in embankment with approved materials obtained from other sources including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and 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)

Construction of granular sub base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Plant Mix Method and Grading III Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading II(Using Screening Type B(11.2mm) Aggregate)

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 0.60kg/sqm using mechanical means.

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 3kg/10sqm.(VG 30 bulk bitumen rates are considered to arrive at rates)

Providing and constructing 75mm. thick Modified Penetration Macadam(MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade at 2 Kg/sqm, spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG 30 bulk bitumen rates are considered to arrive at rates)

BITUMINOUS MACADAM: Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 80/100mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC 27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum Mix plant, Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete Bitumen 3.30% of specified grade(VG 30 bulk bitumen rates are considered to arrive at rates)

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5kg/10sqm.(VG 30 bulk bitumen rates are considered to arrive at rates)

Open Graded Premix Surfacing Providing and Laying OGC 20mm thickness composed of 13.2mm to 5.6mm aggregates 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 but excluding prime/tack and Seal coat. For Bitumen of specified grade USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller(Over MPM Surface)(VG 30 bulk bitumen rates are considered to arrive at rates)

Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen at 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG 30 bulk bitumen rates are considered to arrive at rates)

Providing and laying cement concrete pipe of IS 458:2003 NP 2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Providing and laying cement concrete pipe of IS 458:2003 NP 2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Providing and fixing RCC 200 meter stones as per I.R.C. standard including fixing in standard size CC 1:4:8 block including curing, painting lettering etc. complete.

Providing and fixing 1:2:4 ordinary km. stones as per I.R.C. standard including fixing in standard size C.C. 1:4:8 block including curing, painting lettering etc. complete.

Providing and fixing R.C.C. 5th Km. stones as per I.R.C. standard including fixing in standard size C.C. 1:4:8 block including curing, painting lettering etc. complete.

Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600mm dia made out of 1.5mm aluminum 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 grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65mm X 65mm X 6mm, 3.45m long, duly painted with with flat oil paint having alternate black and white bands of 25cm 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. Class B(Type IV High intensity micro prismatic grade sheeting HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut out 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.

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mm made out of 3mm 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 grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65mm X 65mm X 6mm, 3.45m long, duly painted with with flat oil paint having alternate black and white bands of 25cm 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. Class B(Type IV High intensity micro prismatic grade sheeting HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut out 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.

Providing and fixing of retro reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square metre made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class C(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 no. mild steel angle iron post 75mm x 75mm x 6mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm 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 25cm 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 sheeting HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut out 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.

Providing and fixing sign boards of size size 60 x 80cm made out of 14 gauge M.S.Sheet with retro reflective sheeting of Engineering Grade as per M.O.T. specification No. 801 3(1993) white reflective back ground, lettering symbol bordering of black non reflective paint including 3.65 metre long M.S.angle one post of 65 x 65 x 6mm size duly painted with white and black bands including fixing the boards of M.S. angle with galvanised nuts and bolts and washer. The Board shall be as per IRC 67 1977 including conveying fixing in ground with C.C. 1:4:8 block of size 0.60 x 0.60 x 0.75 m, with 7 year guarantee for the sheeting etc. complete. Mild Steel Board with Engineering Grade.

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 16000kg tested 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 50mm, 100mm and 102 +/ 2mm 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 +/ 2mm and height not less than 30+/ 2mm) from the body is to be a minimum value of 500 Kg. 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.

Painting Line, Dashes, Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S. 164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control(Over 10cm wide)(MORTH 803) New Surface

Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500mm and height of 10mm. Ramp provided to give width of 145mm, width of ribs to be 55mm laid at centre to centre distance of 35mm, with reflective glass beads at 350 gm/square metre. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete.

Metal Beam Crash Barrier Type A, W : Metal Beam Crash Barrier(Providing and erecting a W metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810)"

Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.

Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15cm to 20cm including watering and compaction etc. complete.

Providing and laying cement concrete pipe of IS 458:2003 NP 2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Providing dry/trap/granite/quartzite/gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete.

Providing and laying in situ cement concrete of 1:4:8 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 agreegates of required specifications(Natural sand/VSI sand finely washed etc)

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)

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift upto 0.00 to 1.50m.) By Manual Means

Supplying hard murum/kankar at the road site, including conveying and stacking complete.

Spreading hard murum/soft murrum/gravel or kankar for side width complete

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.

Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/granite/quartzite/gneiss metal for foundation and bedding/steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.(Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade)

Public Seating Chair. 3 Seater Providing and Fixing 3 seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish.

Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/bolted/welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete.

Providing and fixing UPVC Roof made up of 3 layers roofing material of thickness 2mm having width of 1130mm and of required Length having Tensile strength not less than 330 Kilogram/cm2, including fastening with self drilling screw having washers made of stainless steel etc. complete.

Providing and fixing 24 gauge plain aluminium sheet on the face of door shutter including cutting to required size and fixing the screws including making good the damages if any to existing door shutter and frame etc. complete as directed or as per detailed drawing

Part(B) QC and Royalty Charges For Civil Work

Carrying out below mentioned tests on EARTH as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

CBR Test [Field Determination Test) Excluding Transportations per IS 2720 Part XXX]

Field Moisture Content

Liquid Limit and Plastic Limit

Compaction Test (Proctor Density)

Carrying out below mentioned tests on MURUM SOFT as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Liquid Limit and Plastic Limit

Carrying out below mentioned tests on BITUMEN as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Penetration, Softening Point, Flash and Fire Point, Specific Gravity

Viscosity

Ducility/Elastic Recovery

Carrying out below mentioned tests on CEMENT as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Standard Consistency Fineness, Specific Gravity, Setting Time ( Initial and Final), Compressive Strength, Soundness

Carrying out below mentioned tests on WATER as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

PH Value, Sulphate and Chloride Content

Carrying out below mentioned tests on CRUSHED SAND as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Fineness Modulus (Sieve Analysis), Silt and Clay Content

Chloride and Sulphate Content

Silt Factor

Carrying out below mentioned tests on MURUM HARD as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Liquid Limit and Plastic Limit

Carrying out below mentioned tests on RUBBLE as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Crushing Value/Compressive Strength, Water Absorption and Specific Gravity

Carrying out below mentioned tests on ALUMINIUM as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Thickness,Mass per Running Meter.

Test on Powder Coating

Carrying out below mentioned tests on CEMENT CONCRETE as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Compressive strength of C.C.Cube (Set of 3 cubes)

Carrying out below mentioned tests on CEMENT CONCRETE AGGREGATE as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Water Absorption, Specific Gravity, Impact Value, Crushing Value

Sieve Analysis

Flakiness Index and Elongation Index

Carrying out below mentioned tests on GRANULAR SUB BASE as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Sieve Analysis

Liquid Limit and Plastic Limit

Field Moisture Content

Compaction Test (Proctor Density)

Carrying out below mentioned tests on WBM AGGREGATE as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Water Absorption, Specific Gravity, Impact Value, Crushing Value

Sieve Analysis

Flakiness Index and Elongation Index

Carrying out below mentioned tests on MPM AGGREGATE as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Water Absorption, Specific Gravity, Impact Value, Crushing Value

Sieve Analysis

Flakiness Index and Elongation Index

Stripping Value (for Bituminous Work)

Carrying out below mentioned tests on SEAL COAT AGGREGATE as per frequency, in the Govt. laboratory as per relevant standards. Submitting test results and retesting if required including all charges etc complete.

Water Absorption, Specific Gravity, Impact Value, Crushing Value

Sieve Analysis

Flakiness Index and Elongation Index

Stripping Value (for Bituminous Work)

Carrying out below mentioned tests on OGC AGGREGATE

Water Absorption, Specific Gravity, Impact Value, Crushing Value

Sieve Analysis

Flakiness Index and Elongation Index

Stripping Value (for Bituminous Work)

Carrying out below mentioned tests on BM AGGREGATE

Water Absorption, Specific Gravity, Impact Value, Crushing Value

Sieve Analysis

Flakiness Index and Elongation Index

Stripping Value (for Bituminous Work)

Compaction Test (Proctor Density)

Carrying out below mentioned tests on BITUMINOUS MIX

Extration and Sieve Analysis of Bituminous mix (For BM/DBM/AC) (2 Samples of extraction for one sieve analysis including extraction)

Job Mix Design with all Tests on aggregate (Excluding Bitumen) for DBM/SDBC/AC/SMA (Stone Mastic Ashphalt)

B. M. Mix Design with all Tests on aggregate (Excluding Bitumen)

Carrying out below mentioned tests on BITUMINOUS EMULSION

% Residue Test

Particle charge Test

Carrying out below mentioned tests on ALUMINIUM

Thickness,Mass per Running Meter.

Test on Powder Coating

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