Two Years Maintainanace and Improvement to Parewadi Rajuri Vihal Anjandoha Zare Kem Road MDR - 4 Km. 0/00 to 5/00 Tal- Karamala Dist- Solapur

Amount

Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. 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.

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.

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 complete.

Excavation for roadway in hard 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 complete.

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 earth work in embankment with approved materials obtained from departmental land or 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, grade & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 percent of standard proctor density complete.

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 Intelligent Compactor with compaction analyzer and V-Sat attachment to the required density with Grading-I, using Screening Type-A(13.2 millimetre 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 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- II, using Screening Type-B (11.2 millimetre Aggregate).

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.

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 applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen set footed in bitumen boiler on 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.

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 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 reversible Drum Type mixer with Superwisery Control and Data Acquisition, with Natural Sand.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 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 M-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 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 fixing stream lined Mix-15 grade reinforced cement concrete Guard Stone of including mild steel bar reinforcement etc. complete.

Providing and fixing Mix-15 Reinforced Cement Concrete guard stone boundary stone of standard size and shape including fixing in block of standard size of 1:4:8 cement concrete,white washing complete .

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 fixing reinforced cement concrete 5th kilometre stones on major district road including painting ,numbering as per Indian Road Congress design kilometre stone and fixing in standard size cement concrete 1:4:8 block complete.

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

Spreading the hard murum for side width complete.

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.

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

Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen set footed in bitumen boiler on Black Top surface at3.00 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.

Engaging JCB for removing road side trees, branches, land slide materials and for emergency work etc. complete.

Engaging labour for conveying trees, branches, land slide materials during rainy season etc. complete.

Engaging tractor with trailers for conveying trees, branches, land slide materials during rainy season etc. complete.

Providing and laying of Type- B premix seal coat with HMP of approprate crushed stone chipping 6.70 millimetre size and penetration bitumen of VG-30 grade at the rate 0.68 kilogram per square metre, preparing existing road surface including mixing in suitable batch mix plant and rolling by static roller having weight 8 to 10 metric tonne etc. complete.

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 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.

Additional Royalty Charges

Shailendra M Khadke