Preservation promotion and Area Development at uttareshwar mandir At Walane Taluka.Mahabaleshwar, Dist.Satara (Improvements to Gadhavali - Dodani - to Uttareshwar Mandir Road VR-138 Km 0/00 to 11/510 Taluka.Mahabaleshwar, Dist.Satara)

Amount

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

Cutting down trees including trunks and branches with girths above 30 centimetre to 60 centimetre and stacking the material neatly with all lifts and lead of 1000 metre as directed and earth filling in the depression/pit if any.

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.

Excavation for roadway in hard murum and boulder 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.

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.

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.

Excavation for catch/ side water gutter in soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable stuff as directed.

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre 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).

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

Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401. For Grading II 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-I, using Screening Type-B (11.2 milimetre Aggregate).

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 (11.2 milimetre Aggregate).

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 100% crusher broken metal with conical crusher plant, heating and spraying the bitumen of VG-30 grade at 2 kilogram per square metre, 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 etc. complete including picking of existing WBM surface.

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 100% crusher broken metal with conical crusher plant, heating and spraying the bitumen of VG-30 grade at 2 kilogram per square metre, 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 etc. complete including applying tack coat of VG 30 grade bitumen at the rate of 0.30 kg per square metre on existing bitumen surface.

Providing and laying Bituminious Macadam using crushed aggregate of Grading 1, premixed with bituminious binder, transported at site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 80/100 milimetre compacted thickness with using Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, 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 Programmable Logic Controller for Drum Mix plant, Sensor Paver and Vibratory Roller excluding prime/Tack coat complete with VG-30 grade Bitumen of dose 3.30 percent.

Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials & bitumen of VG-30 grade preparing existing road surface, heating and applying bitumen at the rate 0.98 kilogram per square metre by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 metric tonne etc. complete.

Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen with sprayer on dry/hungry Black Top surface at 3.00 kilogram per 10 Square Metre using VG-30 grade bulk bitumen.

Providing and Laying Open Graded premix surfacing 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction, using VG-30 bulk bitumen, Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, Paver and Vibratory roller over Modified Penetration Macadam surface. including waste plastic to be used in bituminous treatment as per Indian Road Congress Special Publication 98-2013 at the rate of 8 percent by weight of bitumen.

Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres 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, dewatering etc. complete. (Lift from 1.5 metre to 3.0 metre) by Mechanical Means..

Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand/ grit, ramming, watering etc. complete.

Providing and laying in situ / ready mix cement concrete of Mix-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 agreegates of required specifications (VSI sand finely washed etc.)

Providing cast in situ / ready mix Mix-20 grade cement concrete for head walls of Cross Drainage 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 Superwisery Control and Data Acquisition, with Natural / Vertical Shaft Impact (VSI) standard Artificial Sand.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 900 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and laying Weep Holes of 100 milimetre diameter Asbestos Cement / PolyVenylChloride pipes as per drawing for abutment returns, return walls etc. complete.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 milimetre with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications.

Providing and fixing reinforced cement concrete 200 metre stone as per Indian Road Congress standard including fixing in block of cement concrete 1:4:8,painting lettering complete.

Providing and fixing reinforced cement concrete 1:2:4 ordinary kilometre stones including painting,numbering as per Indian Road Congress design for major district road kilometre stone and fixing in standard size cement concrete 1:4:8 block complete.

Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 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.

Providing and erecting a Type-A, W "Metal beam crash barrier comprising of 3 milimetre thick corrugated sheet metal beam rail, 70 centimetre above road/ ground level, fixed on Indian Standard Medium Channel series channel vertical post, 150 x 75 x 5 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 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 5 milimetre, 330 milimetre long complete as per clause 810)".

Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommanded by manufacturer.Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over its entire surface.It shall be weather resistant and show colour fastness.It shall be new and unused and shall show no evidance of cracking,scaling,pitting,blisting,edge lifting and shall have negligible shrinkage or expansion including cleaning / scraping and painting of existing board etc. complete. (Guidance on the recommanded application of each class of tape may be taken from IRC-67).

Providing and fixing Mandatory/Regulatory sign boards in cIndian Road Congressular shape of 900 milimetre diameter made out of 2 milimetre aluminum sheet 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 Indian Road Congress: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 numberof mild steel angle iron post of size 65 milimetre x 65 milimetre x 6 milimetre, 3.45 metrelong, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixtures etc. fixing the boards in Mix-25 grade concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including transportation etc. complete. Class C ( 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 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 900 milimetre made out of 2 milimetre aluminum sheet 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 Indian Road Congress: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 numberof mild steel angle iron post of size 65 milimetre x 65 milimetre x 6 milimetre, 3.45 metrelong, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixtures etc. fixing the boards in Mix-25 grade concrete block of size 60 centimetre x 60 centimetre x 75 centimetre 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 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 Road Junction/ Information sign boards of size 1.80 x 0.90 metre Prepared on16 guage Mild Steel sheet on frame of Mild Steel angle of size 35 x 35 x 5 milimetre with cross bracing of size 35x35x5 milimetre including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border/ letters/ numeral/arrows, coated with non pealable crystal clear protective transperent coat retaining percent reflection including two angle iron post of size 65 x 65 x 6 milimetre of 3.65 metre long inflated at bottom, drilled on top and painted in white and black bands of 30 centimetre with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long. Sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre x 60 centimetre x 75 centimetre size as directed by Engineer-in- charge etc. 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 Number RW/NH/33023/10-97 – DO III Dated 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 square centimetre 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 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kgf. 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 laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 600 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

D P JAGTAP AND CO

DHD INFRACON PVT LTD

A S DESAI INFRASTRUCTURE PVT LTD