SR to NH-65 to Khadaki Lonarwadi to MDR-81 to Hinganiberdi to MDR-80 road MDR-178 km 0/00 to 15/00 Tal-Daund Dist-Pune

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 millimetre , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 millimetre in thickness.

Picking the Black Top road surface including sectioning 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 and boulder 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 catch/ side water gutter in soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable stuff as directed.

Excavation for catch/ side water gutter in hard rock strata to the specified section including stacking the excavated stuff in a regular bund by chieselling and wedging and disposing of unsuitable 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.

Excavation for roadway in hard murum and boulder 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.

Excavation for roadway in soft rock 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 or stacking as directed.

Excavation for roadway in hard rock by wedging and chiselling or line drilling 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.

Providing earth work in embankment with approved materials obtained from departmental land 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, grades and section, watering and compaction with vibratory roller to achieve not less than 97% of standard proctor density etc. complete. (Material obtained from departmental Land)

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.

Soil Stabilisation 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 @ rate of minimum 4% 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 and complete in all respects and curing with water as required including all materials ,labor and machinery etc. The entire In-situ process would be carried out in single pass with milling and pulverzing of damaged asphalt pavement/soil/aggregates/soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve desired proctor density in all respects. Necessary graded stone aggregates shall be added to achieve desired profile of the road. The minimum unconfined compresssive strength (UCS) of stabilized sub base should be 4.5 to 7 MPa after 7 / 28 days curing as per IRC37-2012 .Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC37-2012.The gradation mixes and magterials should be as per IRC37-2012.

Construction of granular sub-base by providing close graded Material,spreading in uniform layers with Motor Grader/ Paver on prepared surface, mixing by Plant Mix method with rotavator at Optimum Moisture Content and compacting with vibratory 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 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-B (11.2 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 vibratory roller to the required density. By Mechanical Means Grading-II (Using Screening Type-B (11.2 millimetre Aggregate).

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Laying By Grader/Paver.

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 100% crusher broken metal with conical crusher plant, heating and spraying the bitumen of Viscosity Grade-30 at 2 kilogramme 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 Water bound macadam surface.

Providing and applying primer coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.70 kilogramme /Square Metre using mechanical means.

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 kilogramme per 10 Square Metre using Viscosity Grade-30 bulk bitumen.

Proving and laying bituminous macadam using crushed aggregates of Grading 1, 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 for 80/100 millimetre compacted thickness with 3.3 percent Viscosity Grade-30 bitumen using Batch Mix type hot mix plant with Superwisery Control and Data Acquisition, Sensor Paver, vibratory roller.

Providing and laying bituminous concrete using crushed aggregates of Grading-1, premixed with bituminous binder at 5.20 percent by weight of total mix and filler, 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 for 50 millimetre compacted thickness with Viscosity Grade-30 Bitumen, excluding prime/tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler.

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 Viscosity Grade-30 bulk bitumen, Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, Paver and Vibratory roller over Modified Penetration Macadam surface.

Providing and laying of Type-A 9 millimetre thick premix seal coat with HMP of apropriate capacity, crushed stone chiping 6.7 mm size and penetration of Viscosity Grade-30 bulk bitumen at the rate of 1.2 kilogramme per square metre, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 M.T. etc. complete.

Providing hard murum side shoulder including supplying hard murum at the road site, including spreading and compacting for sidewidth layers on each side with power roller including artificial watering etc complete.

Providing dry rubble stone pitching 23 cm (about 9 inch ) thick including all material, quarry spalls, labour etc. complete.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (Natural Sand/ Vertical shaft impact (VSI) grade finely washed Crushed Sand) conforming to Indian Standard : 383, the size of coarse aggregate not exceeding 25 millimetre , cement content not to be less than 150 kilogramme 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 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395:1997 below concrete pavement including all materials and labour complete.

Providing and laying in-situ Mix-30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (Natural Sand/ Vertical shaft impact (VSI) grade finely washed Crushed Sand) conforming to IS 383, using fine and 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 Treat (TMT) FE-500,32 millimetre diameter dowel bars precoated with anticorrosive epoxy paint 60 centimetre long and at 30.00 centimetre center to center wherever directed including handling, straightening, necessary cutting supported by High Yield Strength Deformed (HYSD) 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 Thermo Mechanically Treat (TMT) FE-500, tie bars precoated with anticorrosive epoxy paint of 12 millimetre diameter 70 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of High Yield Strength Deformed (HYSD) chairs with proper alignment etc. complete.

Cutting transverse contraction joints 3 to 4 millimetre wide and depth 60 millimetre in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay /slab etc. complete including subsequent widening of the groove 8 to 10 millimetre wide at top having depth of 15 millimetre as directed by Engineer incharge.

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS:5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approximately 25% larger than the initial 3 millimetre to 4 millimetre joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet/ air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15 millimetre deep x 8 millimetre wide)

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, dewatering etc. complete. by Mechanical Means..

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, dewatering etc. complete. by Mechanical Means..

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting etc. complete.

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 with SCADA with fine agreegates of required specifications (Vertical shaft impact (VSI) sand finely washed etc.)

Providing cast in situ / ready mix M-15 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 fine agreegates of required specifications (Vertical shaft impact (VSI) sand finely washed etc ),

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 and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 1200 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and laying Weep Holes of 100 millimetre diameter Asbestos Cement / PolyVenylChloride pipes as per drawing for abutment returns, return walls etc. complete.

Back filling behind abutment, wing wall and return wall by Granular Material as per drawings and technical specifications etc. complete.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 600 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 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.

Providing and laying of hot applied thermoplastic compound 2.50 millimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 millimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete.

Providing and fixing Mandatory/Regulatory sign boards in Circular shape of 900 millimetre diameter made out of 2 millimetre aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre , duly painted on back side with grey stove enamel paint and supported on one numberof mild steel angle iron post of size 65 millimetre x 65 millimetre x 6 millimetre , 3.45 metrelong, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixtures etc. fixing the boards in Mix-25 grade concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including transportation etc. complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 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 900 millimetre made out of 2 millimetre aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre , duly painted on back side with grey stove enamel paint and supported on one numberof mild steel angle iron post of size 65 millimetre x 65 millimetre x 6 millimetre , 3.45 metrelong, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixtures etc. fixing the boards in Mix-25 grade concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including transportation etc. complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 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 boards of size 1.80 x 1.20 meter prepared on 16 guage Mild Steel sheet on frame of size 40 x 40 x 5 millimetre with cross bracing of size 35 x 35 x 5 millimetre 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 retro reflective sheet Engineering grade, border/ letters/ numeral/arrows, coated with non pealable crystal clear protective transperent coat retaining percent reflection includingtwo angle iron post of size 65 x 65 x 6 millimetre of 3.65 metre long inflated at bottom drilled on top and painted in whiteand black bands of 30 centimetre with 4 numbers high strength galvanised iron bolts and nuts of size 10 millimetre diameter and 20 millimetre 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 60 centimetre x 60 centimetre x 75 centimetre size as directed by Engineer-in- charge etc. complete.

Providing and fixing Road Junction / Information sign board of size 0.90 m x 0.60 metre prepared on 16 gauge Mild Steel sheet with angle iron frame of size 35x35x5 millimetre 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 retro reflective sheet Engineering grade, border/ letters/ numeral/ arrows, coated with non pealable crystal clear protective coat retaining percent reflection including two angle iron post of size 50x50x5 millimetre of 3.65 metre long inflated at bottom drilled on top and painted in white and black bands of 30 centimetre with 4 numbers high strength galvanised iron bolts and nuts of size 10 millimetre diameter and 20 millimetre 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 60 centimetre x 60 centimetre x 75 centimetre size as directed by Engineer-in-charge etc. complete.

Providing and erecting a Type-A, W "Metal beam crash barrier comprising of 3 millimetre thick corrugated sheet metal beam rail, 70 centimetre above road/ ground level, fixed on Indian Standard Medium Channel series channel vertical post, 150 x 75 x 5 millimetre spaced 2 metre centre to centre, 1.8 metre high, 1.1 metre below ground/ road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 millimetre , 330 millimetre long complete as per clause 810)".

Providing railing of mild steel angle post 2.0 metre center to center of section 75 millimetre x 75 millimetre x 10 millimetre or equivalent 'I' or 'C' section of height 1.05 above bridge surface with minimum anchor length of 30 cm including hold fast of 25 millimetre diameter mild steel bar welded at the bottom and concreting of 1:3:6 of size 30 cm x 30 cm x 30 cm with three rows of 40 millimetre B class Galvanised Iron pipe provided at 30 centimetre on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete.

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

Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Providing and filling in well with Sand/ Rubble and Sand/ Shingle including compacting between the top and bottom plugs etc. complete

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Dewatering on Brake Horse Power basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 Brake Horse Power pump etc. complete.

Providing and fixing 25 millimetre diameter steel anchor dowel in hard rock including drilling hole of 32 millimetre diameter up to 0.75 metre depth, placing the dowel in position and effectively grouting the hole with cement mortar 1:1 proportion etc. complete.

Providing and laying in situ / ready mix / ready mix Mix-10 cement concrete of trap metal in foundation including necessary centering, formwork, bailing out water, compacting,curing etc. complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with artifical sand).

Providing and laying plain in situ/ ready mix Mix-25 cement concrete of trap/ granite/ quartzite/ gneiss/ crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant/ pan mixer with fine agreegates of required specifications (Vertical shaft impact (VSI) sand finely washed etc.), (excluding dewatering by pump) for 14 days reinforced cement concrete Grade, with concrete mixer.

Providing and laying in situ/ ready mix Mix-25 plain cement concrete of trap 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 formwork centering, (excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortar 1:3 etc. complete, as directed by engineer in charge, for height upto 5 metre, with Concrete Mixer, with with fine agreegates of required specifications (Vertical shaft impact (VSI) sand finely washed etc.)

Providing and laying in situ/ ready mix controlled Mix-30 cement concrete of of trap metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in cement mortar 1:3 and curing etc complete (Excluding reinforcement), with reversible drum type mixer/ concrete batch mix plant (pan mixer), with with fine agreegates of required specifications (Vertical shaft impact (VSI) sand finely washed etc.)

Providing and laying in situ/ ready mix Mix-30 controlled cement concrete of trap metal for Reinforced Cement Concrete work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled concrete batch mix plant/ pan mixer and fine agreegates of required specifications (Vertical shaft impact (VSI) sand finely washed etc.)

Providing and laying in situ/ ready mix controlled grade of Mix-20 of trap metal for RCC works in cut off walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine aggregates of required specifications (Vertical shaft impact (VSI) . Sand finely washed etc.) excluding reinforcement.

Providing and laying in situ/ ready mix, Mix-20 Reinforced Cement Concrete of trap metal for Reinforced Cement Concrete work of ballast walls and kerbs including scaffolding, compaction, formwork finishing and curing etc. complete, excluding reinforcement, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled concrete batch mix plant/ pan mixer and fine agreegates of required specifications (Vertical shaft impact (VSI) sand finely washed etc.)

Providing and laying in situ/ ready mix Mix-25 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete, reinforced cement concrete Grade with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. with fine agreegates of required specifications (Vertical shaft impact (VSI) sand finely washed etc.)

Providing 100 millimetre diameter Galvanised Iron water spouts as per detailed drawings in Reinforced Cement Concrete slab and wearing surface/ kerb etc. complete.

Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanically Treated FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etc. complete.

Providing tar paper bearing including laying in proper position etc. complete.

Providing expansion joints with 25 millimetre thick bituminous pad as per detailed drawings etc. complete.

Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.

Providing uncoursed rubble trap stone masonry in cement mortar 1:5 for piers, abutments, wings, returns, head-wals, parapet etc. including bailing out of water, striking joints of the non exposed faces and pointing the exposed faces with cement mortar 1:3 including scaffolding and watering masonary etc. complete.

Providing rubble filling of trap stones in foundation including filling voids with sand/grit and compaction etc. complete.

Laboratory Testing Charges for various material required for the construction of work by the contractor on the basis of testing frequency fixed by Vigilance and Quality Control Circle Pune.

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. Flakiness Index/ Elongation Index test.

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

Testing Charges for conducting G.S.B. Mix Design test.

Testing Charges for conducting Wet Mix Macadam Mix Design test.

Testing Charges for conducting FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

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 Flexural strength of Beam test.

Testing Charges for conducting MORTAR Compressive Strength ( Set of 3 Cubes) test.

Testing Charges for conducting STONE/ RUBBLE Crushing Value/ Compressive Strength,Water Absorption & Specific Gravity test.

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 BITUMEN Marshall Stability & Flow measurement test. (Set of 3 moulds).

Testing Charges for conducting BITUMEN Job Mix Design with all Tests on aggregate (Excluding bitumen) for DBM/SDBC/AC.

Testing Charges for conducting BITUMEN B.M.Job Mix Design (Excluding bitumen).

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

Testing Charges for conducting Density test of Bituminous core.

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).

Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Glass bead contents & grading analysis Test.

Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Reflectance & yellowness index Test.

Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.

Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.

Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Drying Time Test.

RAJ PATH INFRACON PVT LTD