Improvement to Somatane Darumbre Pusane Ohale Road MDR 157 Km. 0/00 to 23/600 Km. 0/100 to 1/00 1/900 to 2/100 2/650 to 2/900 8/400 to 9/400 15/00 to 23/500 Tal. Maval, Dist. Pune

Amount

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 soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable stuff 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 over 50 metre to 300 metre inclusive from the site of excavation to the site of deposition as directed.

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres,stacking servicable and unserviceable materials seperately.

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 I 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 requ Indian Standard Institute te type of screening binding materials to fill up the interstices of coarse aggregate,watering and compacting with Vibratory Roller to the required density with Grading- II.Using Screening Type-B (11.2 millimetre Aggregate).

Providing and constructing 75 millimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 millimetre stone metal layers 30 percent crusher broken metal and 70 percent Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade at 2 kilogram per square metre, spreading 12 millimetre 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 Laying Open Graded premix surfacing 20 millimetre thickness composed of 13.2 millimetre to 5.6 millimetre 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 Bitumen,including providing and laying seal coat, sealing voids in a bituminious surface laid to the specified level and cross fall using Type”A”seal coat but excluding prime / tack coat, using Bitumen VG-30 bulk bitumen, drum mix type hot mix plant with Superwisery Control and Data Acquisition using Ordinary Paver, with Vibratory roller.

Providing and laying Bituminious Macadam using crushed aggregate of grading 2, 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 50/75 millimetre 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 3.40 percent.

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 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/ concrete batch mix plant (pan mixer)), with Ordinary Concrete Mixer.Vertical Shaft Impact (VSI) standard Artificial Sand.

Providing and laying in situ cement concrete M-30 with tremix treatment for 200 millimetre thickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4 millimetre wide and 20 millimetre deep, with necessary refilling with bitumen (excluding reinforcement) with Vertical Shaft Installed Crush Sand. complete.

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 etc. complete. (Lift upto 1.5 metre).

Excavation for foundation in hard murum including removing the excavated material upto 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 etc. complete. (Lift from 1.5 metre).

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 450 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 600 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

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

Providing cast in situ / ready mix Mix-10 grade cement concrete for head walls of Cross Drainage work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete with Ordinary Concrete Mixer with Vertical Shaft Impact (VSI) standard Artificial Sand.

Providing and fixing stream lined Mix-15 grade reinforced cement concrete Guard Stone of including mild steel bar reinforcement etc. complete.

Providing hard murum side shoulder including supplying hard murum at the road site, including spreading and compacting for sidewidth layers on each side with power roller including artificial watering etc complete.

Clearing grass and removal of rubbish up to a distance of 50 metre outside the periphery of the area .

Providing and constructing Information Pillar of Brick Masonry in C.M. 1:6 of size 2.0 metre x 0.23metre x 1.0 metre with base pedestal of size 2.3 metre x 0.35 metre x 0.45 metre (0.3 metre above ground), excavtion in ground upto 0.52 metre, laying 0.15 metre thick 80 millimetre soling, 0.10 metre thick cement concrete 1:3:6, finishing the pedestal and pillar in cement plaster 12 millimetre thick in cement mortar 1:5 and finishing the pillar with neat cement finish, applying flat oil paint of approved colour in two coats, including curing, finishing etc complete.(In B.C. Soil with 12 millimetre thick R.C.C. raft in M-15, including reinforcement) Spec. No. :As directed by Engineer-in-charge.

Providing and laying of hot applied thermoplastic compound 2.50 millimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 millimetre 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 fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 millimetre made out of 1.5 millimetre 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 Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre, duly painted on back side with grey stove enamel paint and supported on one numberof mild steel angle iron post of size 65 millimetre x 65 millimetre x 6 millimetre, 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 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.

M/s.Shree associates

RADHIKA CONSTRUCTIONS