RENOVATION UPGRADATION STRENGTHENING OF D P ROADS UNDER MAHARASHTRA SUVARNA JAYANTI NAGROTTHAN MAHABHIYAN STATE LEVEL FOR MUNICIPAL COUNCIL KATOL

Amount

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.

Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.

Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete

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 50m. 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 50m.and spreading for embankment or stacking as directed

Transportation of material beyound 3 Km. obtained from debris/Excavation of various sorts including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed.

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 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)

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 150 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 M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ 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 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

Providing and fixing in position TMT FE 500, 32 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 laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.

Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm 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 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.

Providing to contraction joints polysuphidesealent (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 (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. 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 and longitudinal joints (15 mm. deep x 8 mm.wide)

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 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. (Excluding Cost Of paving Block)

Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 40 mm thickness of having a strength of 200 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete.

Providing and fixing Mandatory/Regulatory sign boards in circular shape of ______ mm dia made out of ____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. a) 600 mm dia made out of 1.5mm aluminum sheet

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( 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 two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm 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 cm width including GI fixures and transportation etc.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 micro-prismatic grade sheeting-HIP) sheeting 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. a) 2mm aluminum sheet Class B

Providing and fixing 200 metre stones as per I.R.C. standard including fixing in standard size ______ block including curing, painting lettering etc. complete. a) RCC 200 meter Stone in CC 1:4:8

Providing and constructing Information Pillar of Brick Masonry in C.M. 1:6 of size 2.0 m x 0.23m x 1.0 m with base pedestal of size 2.3 m x 0.35 m x 0.45 m (0.3 m above ground), excavtion in ground upto 0.4 m, laying 0.15 m thick 80 mm soling,0.10 m thick c.c. 1:3:6, finishing the pedestal and pillar in cement plaster 12 mm thick in C.M. 1:5 and finishing the pillar with neat cement finish ,applying flat oil paint of approved colour in two coats, including curing, finishing etc complete.(In Strata/Soil __________) Spec. No. :As directed by Engineer-in-charge. a) In Strata other than B.C. Soil

Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete.

Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant

Providing and casting in situ or precast tapering R.C.C. M-20 Mountable type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant

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 laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm 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-2 class of 600mm 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-2 class of 800mm 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-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % 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 belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller including cost of Tack coat 0.3kg/sqm etc. complete --Bitumen VG-30 grade with stone dust filler (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 @5.40% 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 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller including Tack coat 0.3 kg /sqm etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.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. (Excluding Cost Of paving Block)

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

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 soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.

Providing & laying in situ 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 crushed sand .

Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided ( Excluding reinforcement and structural steel ) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD 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 SCADA

Providing and fixing reinforced cement concrete cover of size 110 cm x 80 cm with frame over inspection chamber etc. complete. Heavy duty (225 Kilogram)

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 up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land)

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 -- Plant Mix Method and Grading - I Material

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 -- Plant Mix Method and Grading - II Material

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

Providing and laying in situ / ready mix M-20 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC 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 PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc )i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.iii) Height 7.50 to 10 m, 7.50 percent extra.iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.

Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

Royalty Charges on Mining materials used in construction. Murum / Soling

Royalty Charges on Mining materials used in construction.Metal

Royalty Charges on Mining materials used in construction. Sand

Carrying out test of concrete casted at site in the form of cubes of 0.1 x 0.2 mm size casted during conctering in the laboratory including conveying the cubes/material to laboratory, all labours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Compessive strength (Paver Block)

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Crushing value, ii) Impact value, iii) Specific gravity, iv) Water absorption

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. v) Sieve lanalysis

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. vi) Flakiness Index & Elongation Index.

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. vii) Abrasion Value

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. (lLiquid limit & plastic limit

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Crushing value, ii) Impact value, iii) Specific gravity, iv) Water absorption

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Viscosity

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. Extraction Test (OGC) Sieve analysis

Job mix Design

B.M. Mix Design.

Density Of Bituminious Core

Taking of Core Samples in Bituminous flexible Pavement

Dead Jounry Charges

Ductility &Elacstic recovery

Striping Value

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Crushing value, ii) Impact value, iii) Specific gravity, iv) Water absorption

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Flakiness Index & Elongation Index

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. v) Sieve lanalysis

GSB Mix Design

StandredConsistancy, Finesss, Specific Gravity, Setting Time ( Intial& Final), Compressive Strenghth& Soundness ( Change in source)

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Crushing value, ii) Impact value, iii) Specific gravity, iv) Water absorption

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. v) Sieve lanalysis

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. Water absorption

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Flakiness Index & Elongation Index

Carrying out test of crusher agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i)Soundness Test

Carrying out test of Fine agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Crushing value, ii) Impact value, iii) Specific gravity, iv) Water absorption

Carrying out test of Fine agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Chloride & Sulphate Content.

Carrying out test of Fine agreegate transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i)Silt factor

Carrying out Mix design with all Tests on Concrete Mix Design basic materials of concrete of various grade from the material collected at site in the laboratory including conveying all required material to laboratory, all labours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete.

Carrying out test of concrete casted at site in the form of cubes of 150x150x150mm size casted during conctering in the laboratory including conveying the cubes/material to laboratory, all labours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Compessive strength

Flextural Strength of beam

Carrying out various test of HYSD / TMT /FE-500 Steel transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Weight / metre, ii) Ultimate tensile stess, iii) Yield stress, iv) Elongation Test, a) Upto16mm dia.

Carrying out various test of HYSD / TMT /FE-500 Steel transported from various sources at site in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete. i) Weight / metre, ii) Ultimate tensile stess, iii) Yield stress, iv) Elongation Test, a) Above 16mm dia.

Carrying out test of PH Value, Sulphate & Chloride Content on Water in the laboratory including conveying the material to laboratory, all alllabours, technician, tools and obtaining the test result form local / district/ regional laboratory etc. complete.

Wet Mix Macadam Mix Design

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