Two Years Maintainanace and Improvement to Ropale Kem Kandar Road MDR - 12 Km. 4/500 to 21/00 Tal- Karamala Dist- Solapur

Amount

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

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 strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.

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.

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 Intelligent Compactor with compaction analyzer and V-Sat attachment to the required density with Grading-I, using Screening Type-A(13.2 millimetre Aggregate).

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 millimetre, cement content not to be less than 150 kilogram per cubic metre, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/ by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing and curing including preparation of sub-grade surface if required etc. complete.

Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, using fine & coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound / by providing cement vata in cement Mortar 1:8 of 0.6 metre X 0.6 metre centre to centre, admeasuring 80 millimetre at bottom and 40 millimetre at top with depth of 75 millimetre and maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge.

Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Providing expansion joints with 25 millimetre thick bituminous pad as per detailed drawings 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 constructing 50 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 1.75 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 applying tack coat at the rate of 0.30 kilogram per square metre on existing bitumen surface.

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 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 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.

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

Spreading the hard murum for side width complete.

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

Testing Charges for conducting BASIC TEST OF CEMENT.Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength and Soundness test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Sieve Analysis test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Abrasion Value test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Stripping Value test.

Testing Charges for conducting BASIC TEST OF AGGREGATE. Soundness test.

Testing Charges for Taking of core samples in concrete pavement.

Testing Charges for conducting CONCRETE Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test.

Testing Charges for conducting Concrete Mix Design (With all Tests on basic materials).

Testing Charges for conducting Concrete Mix Design by Accelerated Curing Method (Boiling water method).

Testing Charges for conducting SOIL / MURUM Sieve Analysis test.

Testing Charges for conducting SOIL / MURUM Liquid limit & plastic Limit test.

Testing Charges for conducting SOIL / MURUM Compaction Test (Proctor Density).

Testing Charges for conducting SOIL / MURUM C.B.R. Test (Lab) Excluding compaction test.

Testing Charges for conducting SOIL / MURUM Field Density test by Sand Replacement Method.

Testing Charges for conducting BITUMEN Penetration, Softening Point, Flash & Fire Point and Specific Gravity test.

Testing Charges for conducting BITUMEN Viscosity test.

Testing Charges for conducting BITUMEN Extraction Test.

Testing Charges for conducting Sieve analysis and extraction of Bituminous mix.

Testing Charges for conducting STEEL BAR TESTING Upto 16 mm (Set of 3 Bars)

Testing Charges for conducting STEEL BAR TESTING Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress).

Additional Royalty Charges

Ms Deshmukh And Company

M/s Bhagyashree Construction