IMPROVEMENT TO TURKABAD RAJURA YESEGAON GHODEGAON TANDULWADI ROAD M.D.R. - 119 KM 0/00 TO 24/00 TQ. GANGAPUR DIST.AURANGABAD

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Including all leads)

Providing earth work in embankment with approved materials obtained from departmental land or other sources including all lifts and leads, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with Power roller to achieve not less than 97 percent of standard proctor density and 12percent C.B.R. etc. complete

Excavation for catch / side water gutter in all sorts of soil 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.

Watering and compacting of embankment formed of materials obtained from the road cutting not less than 97percent of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller.(Inlcuding all leads)

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 and leads and spreading for embankment or stacking as directed.

Soil Stabilisation-Stabilization of in-situ (existing pavement crust) or soil or otherwise sub-base course upto the required depth by cold in-situ recycling using chemical additives/otherwise: Providing pulverizing,spreading,milling and mixing of chemical additives at the rate of minimum 750 ml/cum require quantity as per job mix design in accordance with IRC37-2012.Cementitious additive at rate of minimum 4percent should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system.The additive spreader shall have variable working width sufficient to cover whole pavement lane.The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 mt and with minimum engine horse power of 440 kw with a variable working depth of minimum 50 cm.The resultant stabilised mix then would be profiled to the required grade ,level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth whell roller to achieve desired proctor density as per IRC37-2012

Construction of granular sub- base by providing close graded Material , mixing in a mechanical mix plant at OMC ,carriage of mixed Material to work site , spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density ,complete as per clause 401 -- By mix in place method and Grading - II Material

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

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering 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 vibratory roller to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2 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 vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30percent crusher broken metal + 70percent Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade at 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 30percent crusher broken metal + 70percent Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of VG-30 grade at 2 kg / sqm , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of VG 10 grade bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

Primecoat- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying , primer at the rate of 0.60 kg / sqm using mechanical means.

DENSE BITUMINOUS MACADAM:-- Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade , at4.50percent by weight of total mix and filler , transported at site with VTS , laid over a previously prepared surface ,finished to the required grade ,level ,alignment ,and rolling to achieve the desired density for 76 / 100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based be ltconveyers ,automatic synchronization of bitumen and aggregate fedder ,built in dust controller system and PLC for Drum Mix plant, Sensor paver ,and Vibratory roller excluding prime / Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG-30 bulk bitumen rates are considered to arrive at rates)

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)

BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder at5.20percent by weight of total mix and filler , transported at site with VTS ,laid over a previously prepared surface ,finished to the required grade , level , alignment , and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of bitumen excluding prime / tack coat for bitumen of specified grade using batch mix type hot mix plant with SCADA ,Sensor paver and Vibratory roller with stone dust filler .( VG-30 bulk bitumen rates are considered to arrive at rates)

Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm 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 but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen at 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 220 kg/ cum, 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, curing and including preparation of sub-grade surface if required etc. complete.

Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with Natural sand etc. complete

Providing and fixing in position TMT FE 500, 25 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.

Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.

Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.

Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Providing and fixing 200 metre stones as per I.R.C. standard including fixing in standard size in C.C. 1:4:8 block including curing, painting lettering etc. complete.

Providing and fixing Fixing 1:2:4 ordinary kms as per I.R.C. standard including fixing in standard size in C.C. 1:4:8 block including curing, painting lettering etc. complete.

Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 1.5 mm 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 IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm 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.

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 1.5 mm 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 IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm 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.

Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green / white back ground and back side gray stove enamelled ,bonded with red retroreflective sheet Engineering grade , border / letters / numeral / arrows ,coated with non pealable crystal clear protective coat retaining 100percent reflection including two angle iron post of size 50 x 50 x5 mm of 3.65m .long inflated at bottom drilled on top and painted in white and black bands of 30cm. with 4Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes , conveying, fixing in ground with cement concrete 1:4:8 block of 60cmx60cmx75cm size as directed byEngineer-in-charge etc.complete. Mild Steel Board with Engineering Grade.

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

Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete.

Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )

Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc.Complete.

Providing and fixing stream lined M 20 grade RCC guard stone including mild steel bar reinforcement etc. complete.

Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )

Carrying out Standard conistancy fineness, Specific Gravity , setting time ( Initial an final), compresive strenght, Soundness test of Cement including loading , unloading and conveying etc. complete.

Carrying out Water Absorption, Specific gravity, impact value and crushing value test of agreegates including all lead and stacking etc. complete

Carrying out Sieve analysis test of agreegates including all lead and stacking etc. complete

Carrying out test of Finess modulas of fine aggreagates including loading , unloading and conveying etc. complete.

Carrying out Compressive strength testing for C. C. Cube including loading , unloading and conveying etc. complete.

Carrying out Soil/murum Liquid limit and plastic limit test including all lead and stacking etc. Complete

Carrying out Penetration, softening point, flash and fire point, specific gravity test of 60/70 Bitumen including all lead and stacking etc. complete

Carrying out Viscosity test of 60/70 Bitumen including all lead and stacking etc. complete

Carrying out Job Mix Design with all test basic material for DBM/SDBC/AC including all lead and stacking etc. complete

Carrying out Extraction test of 60/70 Bitumen including all lead and stacking etc. complete

Carrying out Soil/murum C.B.R. ( Field determination test ) test including all lead and stacking etc. Complete

Carrying out Soil/murum compaction test ( Proctor Density ) including all lead and stacking etc. Complete

Royalty charges as per Revenue and forest Department's notification dated 11/05/2015 as Maharashtra Minor Mineral Extraction Rules, 2015 and as per instruction in genral notes on state CSR 2017-18 in P.W. Sanctioned schedule of rates for items of stone, rubble, stone dust, gravel, murum,kankar ordinary sand, ordinary clay, ordinary earth( to be used for embankment and filling) etc. complete

SAMRIDDHI INFRA