A) Improvements to Shrirampur Nevasa Shevgaon Road. (S.H.50) Km. 149/00 to 158/100 (Part- Babhaleshwar to Nandur) Tal.Rahata Dist.Ahmednagar. B) S.T.B.T. to Shahapur Ghoti Rajur Akole Sangamner Loni Shrirampur Road (S.H.50) New Km 149/00 to 153/00 Ta

Amount

Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15 centimetre depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary excetra complete.

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.

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 50 metre. and spreading for embankment or stacking as directed.

Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre. to 30 centimetre. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 50 metre to 300metre inclusive, from the site of excavation to the site of deposition as directed.( Additional lead 3 Kilometre)

Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 metre not less than 97 % of standard Proctor density after laying them in layers of 20 centimetre. to 30 centmetre with vibratory roller.

Providing earth work in embankment with approved materials obtained from departmental land upto lead of 2000 metre including all lifts, laying in layers of 20 centimetre. to 30 cetimetre 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 excetra complete. (Material obtain from departmental land) Additional lead 210 Kilometre

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 - I Material

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 - II Material

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.

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 0.80 kilogram/squaremetre using mechanical means.

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

Spreading hard murum for side width excetra complete

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

Dismantling of existing Black Topped Surface(flexible Pavement)to a depth of 50 mm .manually including loading of dismantled material to transport vehicle at site excluding lead charges

Providing and constructing 50 milimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 100% crusher broken metal with conical crusher palnt, heating and spraying the bitumen of specified grade @ 1.75 kilogram/one squaremetrem spreading 12 milimetre size chips compacting with Static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506 excetracomplete, including applying tack coat at the rate of 0.30 Kilogram/one squaremetre on existing bitumen 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 compaction for 80/100 mm 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)

DENSE BITUMINOUS MACADAM: Providing and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 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 density for 76-100 milimetre compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)

BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 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 milimetre compacted thickness with specified grade of Bitumen, excluding prime / tack coat. For Bitumen of specified grade - Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (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 with sprayer on Dry / Hungry Black Topped surface 2.50 kilogram/10 squaremetre. VG-30 bulk bitumen

Providing and laying cement concrete pipe of Indian Standard 458:2003 NP-3 class of 600 milimetre diameter in proper line, level and slope excetra complete.

Providing and fixing rainforcement concrete 200 metre stones as per Indian Road Congress standard including fixing in standard size cement Concrete 1:4:8 block including curing, painting lettering excetra complete.

Providing and fixing 1:2:4 ordinary kilometre stones as per Indian Road Congress standard including fixing in standard size cement Concrete 1:4:8 block including curing, painting lettering excetra complete.

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 16000 kilogram 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 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 Squarecentimetre on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diametre not less than 19 +/- 2 milimetre and height not less than 30+/- 2 milimetre) 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.

Providing and fixing steel pipe delineators of 10 centimetre. in diameter and total height of 130 centimetre, provided with 2 strips of white retroreflective sheeting of size 5 centimetre x 32.5 centimetre each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 centimetre x 32.5 centimetre fixed horizontally at top, with Mild Steel round cap having diameter 11 centimetre and wire mesh at top (10 guage thick) and height of wire mesh 15 centimetre, Mild Steel hold fast 6 milimetre thick with 35 centimetre. in length, fixing the delineators in Cement Concrete 1:4:8 concrete block of size 25 centimetre x 25 centimetre x 45 centimetre with necessary excavation excetra complete.

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square metre made out of 2 milimetre aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV 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 Indian Road Congress:67-2012 Table Number 8.3, supported with back support frame 25milimetre x 25milimetre x 3milimetre, duly painted on back side with two coats of grey stove enamel paint and supported on two number mild steel angle iron post 75 milimetre x 75milimetre x 6 milimetre, 3.5 metre long firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 centimetre x 45 centimetre x 60 centimetre, 60 centimetre 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 centimetre width including Galvanized Iron fixures and transportation excetra 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 Micro prismatic grade sheeting) 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 Cautionary/Warning sign boards in Equilateral Triangle size of 600 milimetre made out of 1.5 milimetre 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 25 milimetre x 25 milimetre x 3 milimetre, duly painted on back side with grey stove enamel paint and supported on one no. of Mild Stone angle iron post of size 65 milimetre X 65 milimetre X 6 milimetre, 3.45 metre long, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanized Iron fixtures excetra; fixing the boards in M25 grade concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including transportation excetra; 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.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 milimetre thick including reflectorizing glass beads @ 250 grams per squaremetre area, thickness of 2.5 milimetre is exclusive of surface applied glass beads as per Indian Road Congress :35 .The finished surface to be level, uniform and free from streaks and holes.complete.

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kilogram tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 Volt in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 milimetre x 100 milimetre x 100 milimetre Also, the surface diameter of the marker shall not be less than 100 milimetre respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive 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.

Metal Beam Crash Barrier--Type-A,W:Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 milimetre thick corrugated sheet metal beam rail ,70 centimetre above road /ground level ,fixed on ISMC series channel vertical post ,150 x75 x5 milimetre spaced 2 metre centre to centre ,1.8 metre high ,1.1 metre below ground /road level, all steel parts and fitments to be galvanised by hot dip process ,all fittings to conform to Indian Standard :1367 and Indian Standard:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 milimetre, 330 milimetre long complete as per clause 810)""

A) Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts excetra

B) Dismantling stone masonry in lime or cement mortar including stacking the materials and disposing of material obtained as directed with all leads, lifts excetra

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre 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 excetra complete.

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting excetra 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 excetra complete. (with reversible drum rtype mixer with SCADA with Natural / VSI standard Artificial Sand)

Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 40 bags/cubicmetre)

Providing and laying cement concrete pipe of Indian Standard 458:2003 NP-3 class of ________ milimetre diametre in proper line, level and slope excetra complete. A) 900 milimetre diametre

B) 1000 milimetre diametre

C) 1200 milimetre diametre

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra complete. (by manual means)

Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra complete.

Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra complete.

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra complete.

Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra complete.

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds excetra 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 excetra complete. (prior approval of Superintending Engineer will be necessary)

Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing excetra complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)

Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings excetra including provision of 'V' shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in Cement Mortar 1:3 excetra complete. as directed by engineer in charge (a) Height upto 5 Metre. (With Concrete Mixer)With fine aggregates of required specifications (Natural sand / VSI sand finely washed excetra )

Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in Cement Mortar 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine aggregates of required specifications (Natural sand / VSI sand finely washed excetra)

Providing and laying in situ / ready mix M20 Reinforced Cement Concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing excetra complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine aggregates of required specifications (Natural sand / VSI sand finely washed excetra)

Providing tar paper bearing including laying in proper position excetra complete.

Providing expansion joints with 25 milimetre thick bituminous pad as per detailed drawings excetra complete.

Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab excetra including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement excetra complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine aggregates of required specifications (Natural sand / VSI sand finely washed excetra)

Providing vent holes 100 milimetre diameter Galvanized Iron pipe in the slab and wearing course with iron grill at the top and Galavnized Iron pipe at bottom as per drawing excetra complete.

Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings excetra complete.

Providing and laying of ____with ___ materials/ stone crushed aggregates satisfying the requirements laid down inclause 2504.2.2 MORT&H specifications to thickness of not less than 600mm with ________ th esoil and bigger size forwards the wall and provided over the entire surface behind abutment wall and return wal to the full height compacted to a fim condition as per drawing and technical specifications etc. complete.

Providing any laying 0.90 metre thick metal mat consisting of ruble, oversize metal and normal size metal in specified thickness as per detailed drawing inclding supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller excetra complete.

Providing and laying weep holes of 100 milimetre diameter Poly Vinly Chloride pipes as per drawing for abutment returns, return walls excetra Complete.

Providing Reinforced Cement Concrete parapet with Cement Concrete M20 of trap/ granite/ quartzite/ gneiss metal with cast in situ/precast panels as per the detailed drawing including reinforcement, scaffolding, centering, formwork, compacting, finishing and curing excetra complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer) fine aggregates of required specifications (Natural sand / VSI sand finely washed excetra. )

Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal excetra complete . (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) 80 milimetre Metal, By breaking Boulders (Hand broken).

Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal excetra complete . (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) 40 milimetre Metal, By breaking Boulders (Hand broken).

Supplying soft murum at the road site, including conveying and stacking complete.

Spreading 80/40 milimetre metal for road work including sectionong etc complete as directed by Engineer in charge .

Compacting the sub grade/gravel/oversize metal (200 milimetre loose) layers for all width with Power roller having weight 8 to 10 Metric Tonne including necessary, labour, materials and artificial watering complete.

Compacting the sub grade / gravel / size metal (100 milimetre loose) layers for all widths with Power roller having weight 8 to 10 Metric Tonne including necessary, labour, materials and artificial watering complete.

Providing and constructing 75 milimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kilogram/squaremetre, spreading 12 milimetre size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506 excetra complete. Including picking of existing Water Bound Macadam surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet 20 mm thickness composed of 13.2 milimetre to 5.6 milimetre 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 Black Topped 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 @ 0.98 Kilogram/one squaremetre by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Tonne excetra complete. (VG-30 bulk bitumen rates are considered to arrive at rates)

Laboratory testing charges required for material testing on the basis of testing frequency and charges fixed by Vigilance and quality control circle Nasik for the current year as per separate Statement attached

Royalty Charges for used material

Royalty Charges for used material Sand

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