Imp. to SH-57 Chobhenimgaon Rui Nalkol Kanadi (Bk.) to MDR-2 Road MDR-60 Km.0/00 to 3/00 and 11/900 to 14/400 Tq. Ashti Dist. Beed

Amount

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 analyzer and V­Sat attachment. to the required density. By Mechanical Means ­ 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 requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V­Sat attachment. to the required density. By Mechanical Means ­ 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% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG­30 grade @ 2 Kilogram/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 etcetera complete. Including picking of existing Water Bound Macadam surface.

Open Graded Premix Surfacing­ Providing and Laying Open Graded Premix Bituminious Carpet 20 millimetre thickness composed of 13.2 millimetre to 5.6 millimetre aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG­30 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. For Bitumen VG­30 bulk­­USING drum mix type hot mix plant with Supervisory Control and Data Acquisition (SCADA), Paver and Vibratory roller

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry Black Topped surface 3 Kilogram/10 Square metre VG­30 bulk bitumen

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

Spreading hard murum for side width etcetera complete

Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etcetera 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 all sorts of soils.

Providing and fixing of retro­ reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2millimetre aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro­prismatic grade sheeting­HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress 67­2012 Table No 8.3, supported with back support frame 25millimetre x 25millimetre x 3millimetre, duly painted on back side with two coats of grey stove enamel paint & supported on one no. mild steel angle iron post 75 millimetre x 75 millimetre x 6 millimetre, 3.5 metre long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 centimetre x 45 centimetre x 60 centimetre, 60 centimetre below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 centimetre width including GI fixures and transportation etcetera complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro­prismatic grade sheeting­HIP) sheeting shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cut­out 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.

Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means (By JCB /DOUZER) including excavation of raised side shoulders upto 15centimetre depth including removing /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etcetera complete.

Providing and laying in situ/ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etcetera complete. (with reversible drum rtype mixer/Concrete Batch Mix Plant (Pan Mixer)) with Supervisory Control and Data Acquisition (SCADA) with natural/ VSI Standard Artificial Sand)

Providing cast in situ /ready mix M20 grade cement concrete for head walls of Cross Drainage Work / retaining walls etcetera including necessary form work, compaction, finishing and curing etcetera complete. (with reversible drum type mixer/concrete batch mix plant (Pan Mixer) with Supervisory Control and Data Acquisition (SCADA) with natural/VSI Standard Artificial Sand, cement 4.05 bags/cubic metre)

Providing and laying cement concrete pipe of Indian Standard 458:2003 NP­3 class of 900millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etcetera complete.

Providing and laying in situ /ready mix M20 Cement Concrete of trap/ granite/ quartzite/ gneiss metal for wearing course 8centimetre thick including compacting, finishing, curing and filling in joints with bitumen etcetera complete. (with fully automatic micro processor based PLC with Supervisory Control and Data Acquisition (SCADA) enabled concrete batch mix plant / pan mixer with natural /VSI Standard Artificial sand)

VQCC Testing Charges

Water Absorption, Specific Gravity, Impact Value, Crushing Value

Sieve Analysis

Penetration, Softening Point, Flash & Fire Point, Specific Gravity

Extraction Test

Gradation for Murum

Finness Modulas (Sieve Analysis) Silt Content

Compressive Strength of C.C. Cube (Set of 3 Cubes)

Standard Consistancy Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness

Royalty Charges

M/S R R Kapoor

Kushal Constructions

S.R.THOMBRE

m/s mundhe contractors