Improvement To SR 13 to Pratap Nagar to ODR 40 connecting VR No.117 Ch.No-0/000 to 2/000 Taluka-N.Solapur,Dist-Solapur

Excavation for foundation inearth, soil of all types, sand, gravel andsoft murum, including removing the excavated material upto adistance of 50m. beyond the building area & stacking and spreading as directed, dewatering,

Providing and laying cement concrete pipe of IS458:2003NP-2 class of 600mm diameter inproper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Labour charges for removing grass thorney shurbs, Jungli shurb Kubabul and alike grass along road side making the ground clean by showel and phavaras etc. complete.

Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 metres.

Excavation for catch/side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in aregular bund and disposing of unsuitable or excess stuff asd irected all sorts of soils.

Providing earthwork in embankment with approved material 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 to achieve not less than 97 % of standard proctor density etc. complete.

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 Intelligent Compactor with compaction ana lyzerandV-Satattachment. totherequired density. Grading I (Using Screening Type B (11.2 mm) 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 Intelligent Compactor with compaction ana lyzerandV-Satattachment. totherequired density. Grading II (Using Screening Type B (11.2 mm) Aggregate)

Providingandconstructing50mm. thick Modified PenetrationMacadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal+ 70 % Hand broken metal (BybreakingRubbleobtainedbyblasting) ,heating and spraying thebitumenof [email protected] / sqm, spreading 12mm. size chips compacting with Static roller having weight 8 to 10MT. to achive the desired degreeof compaction as per Technical Specification Clause 506 etc. complete, including applying tack coat of bitumen 0f specified grade at the rateof 0.30 Kg Sqm.(on existing bitumen surface.)

Open Graded Premix Surfacing-Providing and Laying OGC 20 mm thickness composed of 13.2mm to 5.6mmaggregates premixed with bituminous binder transported to sitewithVTS , laid over a previously prepared surface, finished to ther equired grade, level,alignment,and rolling to achieve the desired compactionbutexcludingprime/ tack andSealcoat. For Bitumen of specified grade--USINGdrum mix type hot mix plan twith SCADA,Paver and Vibratory roller (over BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates

Providing bituminous Type A liquide seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface,heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to10 MT. etc. complete. (VG-30 bulk bitumenrates are considered to arrive at rates)

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

Spreading hard murum for side width etc. complete

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

Providing and fixing board displaying information, such as Name of of work, Tender cost, Name of Contractor, Workcompletion and liability period etc', having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mildsteel sheet painted with one coat of Zinc chromate stovingprimer and two coats of enamel paint on front side and greystove enamel on back side and border/messages/symbolsetc. with approved colour shade paint complete, on M.S.angleof size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete

Metal-Water Absorption, Specific Gravity, Impact Value ICrushing Value.

Metal-Sieve Analysis

Hard Murum-Sieve Analysis (One Test for 200 Cum)

Penetration Softening Point, Flash and fire Point, Specifiv Gravity

Extraction Test

Royalty Charges

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