CONSTRUCTION OF 1000 MT ONION STORAGE AND CONSTRUCTION OF WEIGH BRIDGE FOUNDATION

Amount

Construction Of 1000 MT Onion Storage

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 m.beyond the building area & 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 M.) By Mechanical Means

Excavation for foundation in Hard murum in cluding removing the excavated material upto adistance of 50 metres beyond the building area and stacking and |spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, |watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means

Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layersincluding watering and compacting etc. complete.

Filling in plinth and floors with contractors materialV brought from outside and approved by Engineer in charge in layers of 15 cm to 20 cm including watering and compaction etc.complete.

Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete ,with fully automatic microprocess or base dPLCwith SCADA enable dreversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc.complete. With fine aggregate (Crushed sand VSI Grade)

Providing and laying in situ cement concrete of M-20 grade of trap / granite/quartzite/gneiss metal for R.C.C. work like raft, grillages, strips, foundations and footings of R.C.C.columns and steel stanchions including bailing out water manually, including centering formwork of plywood/ steel, compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the formed surface with cement morter 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing ete complete. (Excluding reinforcement) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed) Spec.No.:Bd.F.2 Page No. 298 /IS 456 (1978)

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap /granite lquartzite/ gneiss metal for |R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. |complete,(Excluding reinforcement and structural steel).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 (Natural Sand / Crushed sand VSI Grade finely washed etc)

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). 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 (Natural Sand / Crushed sand VSI Grade finely washed etc)

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Providing Brick masonry in cement mortal 1.6 using second Class Burnt Bricks in foundation and plinth of inner walls/ in plinth of external walls including bailing out water manually, striking joints on unexposed faces ,watering and scaffolding complete Bd. G. I, Page No.313,

Providing sand faced plaster externally in cement mortar |using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.

Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anti corrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete.

Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per |standard specifications, inclusive of cost of steel tubular |trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number As directed by Engineer-in-charge.

Jali welded mesh 50*25 13 Guage MATERIAL RATES FOR SSR For Year 2021-22 Page No.374 Item No.24

Bamboo 25mm dia. MATERIAL RATES FOR SSR For Year 2021-22 Page No.382 Item No.18

Providing and fixing colour coated Zincalume (R) AZ 150 (minl 50 gms /sq.mt. total on each side) profiled sheets for roofing. The feed materialis manufactured out of nominal 0.45mm Base Metal Thickness (BMT) (0.5mm TCT), Hi strength steel with min. 550 MP a yield strength, metallic hot dip coated with Alunminium- Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLOR BOND (R) steel quality super durable polyester paint coat (with in organic pigment). The paint shall have a total coating thickness of nominal 35um, comprising of nominal 25 um exterior coat on top surface and nominal 10um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtles quare flutingin the five panat nominal 180-250 mm center-to-center. The endrib shall be |designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details |marked a regular interval. Including fasteners with min. fastened with min. 25um Zinc-Tinalloy coated, Hexhead, |self-drilling screw etc. complete. (weight of profile 4.52Kilogram / Square Metre ).

Royalty Charges

Royalty Charges for sand

Royalty Charges for Rubble and HM

Material Lab Testing

Testing Charges – Brick - Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks).

Testing Charges – Concrete Cube - Compressive Strength OF C.C. Cube (Set of 3 cubes).

Testing Charges – Concrete Mix Design (With all Tests on basic materials)

Testing Charges – Steel Bar - Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) Upto 16 mm (Set of 3 Bars)

ESHS Compliance

Management Strategies and Implementation Plan (MSIP) to manage Environmental, Social , Health and Safety (ESHS) Risk and ESHS Code of Conduct

Construction Of Weigh Bridge Foundation

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 m.beyond the building area & 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 M.) By Mechanical Means

Excavation for foundation in Hard murum in cluding removing the excavated material upto adistance of 50 metres beyond the building area and stacking and |spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, |watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means

Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 cmto20cmthickincludinghandpackingandcompactingcomplete.Spec.No. : Bd.A.12 Page No. 264 ;(PWD S.S.R. 22-23 Item SerialNo.757&ItemNo.21.38)

Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layersincluding watering and compacting etc. complete.

Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete ,with fully automatic microprocess or base dPLCwith SCADA enable dreversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc.complete. With fine aggregate (Crushed sand VSI Grade)

Providing and laying in situ cement concrete of M-25 grade of trap / granite/quartzite/gneiss metalforR.C.C.work like raft,grillages, strips, foundations and footings of R.C.C.columns and steel stanchions including bailing-out water manually, including centering formworkofplywood/steel,compaction,coveringnewlylaidconcretebygunnybag,plasticortarpaulin,finishingtheformed surface with cement morter 1:3 of sufficientminimum thickness togive asmooth andeven surfaceor rougheningif specialfinish is tobeprovidedandcuringetccomplete.(Excludingreinforcement) Thecementmortar1:3plasterisconsideredforrenderinguneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed) Spec.No.:Bd.F.2 Page No. 298 /IS 456 (1978)

Providing and laying Cast in situ/Ready Mix cement concreteM-25 of trap/granite/quartzite/gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping,compactionfinishing the formed surfaces with cementmortar1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Panmixer)etc. complete.With fine aggregate(Natural Sand/Crushed sand VSI Grade finely washed etc)

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Royalty Charges

Royalty Charges for sand

Royalty Charges for Rubble and HM

Material Lab Testing

Testing Charges – Concrete Cube - Compressive Strength OF C.C. Cube (Set of 3 cubes).

Testing Charges – Concrete Mix Design (With all Tests on basic materials)

Testing Charges – Steel Bar - Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) Upto 16 mm (Set of 3 Bars)

ESHS Compliance

Management Strategies and Implementation Plan (MSIP) to manage Environmental, Social , Health and Safety (ESHS) Risk and ESHS Code of Conduct

M/s VIRA INFRASTRUCTURE

Swapnil Avinash Bhaskar