Tender For Construction Of Car And Two-Wheeler Parking Near, bhilai-Chhattisgarh

Tender For Construction Of Car And Two-Wheeler Parking Near ; 1 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width Aswell As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavatedearth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. All Kinds Of Soil 2 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. 3 Providing And Laying In Position Cement Concrete Of Specified Gradeexcluding The Cost Of Centering And Shuttering - All Work Up To Plinthlevel: 1:4:8 ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 4 Providing And Laying In Position Ready Mixed Or Site Batcheddesign Mix Cement Concrete For Reinforced Cement Concrete Work;Using Coarse Aggregate And Fine Aggregate Derived From Naturalsources, Portland Pozzolana / Ordinary Portland / Portland Slagcement, Admixtures In Recommended Proportions As Per Is: 9103To Accelerate / Retard Setting Of Concrete, To Improve Durabilityand Workability Without Impairing Strength; Including Pumpingof Concrete To Site Of Laying, Curing, Carriage For All Leads; Butexcluding The Cost Of Centering, Shuttering, Finishing Andreinforcement As Per Direction Of The Engineer-In-Charge; For Thefollowing Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cementcontent In Design Mix Shall Be Payable Separately. In Case Thecement Content In Design Mix Is More Than 1.10 Times Of Thespecified Minimum Cement Content, The Contractor Shall Havediscretion To Either Re-Design The Mix Or Bear The Cost Of Extracement. All Works Upto Plinth Level Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 5 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 6 Taking Out Existing Kerb Stones Of All Types From Footpath / Central Verge, Including Removal Of Mortar Etc., Disposal Of Unserviceablematerial To The Dumping Ground, For Which Payment Shall Be Madeseparately And Stacking Of Serviceable Material Within 50 Metre Leadas Per Direction Of Engineer-In-Charge 7 Providing And Laying At Or Near Ground Level Factory Made Kerb Stoneof M-25 Grade Cement Concrete In Position To The Required Line, Leveland Curvature, Jointed With Cement Mortar 1:3 ( 1 Cement: 3 Coarsesand ) , Including Making Joints With Or Without Grooves ( Thickness Ofjoints Except At Sharp Curve Shall Not To More Than 5Mm ) , Includingmaking Drainage Opening Wherever Required Complete Etc. As Perdirection Of Engineer-In-Charge ( Length Of Finished Kerb Edging Shallbe Measured For Payment ) . ( Precast C.C. Kerb Stone Shall Be Approvedby Engineer-In-Charge ) . 8 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More 9 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm ( Average ) Thickbase Of Cement Mortar 1:5 ( 1 Cement : 5 Coarse Sand ) With Joints Finishedflush. With Red Sand Stone ( Providing Stone Is Not In Vendor Scope, Undressed Stone To Be Provided By Institute )

INR 1000 /-

INR 25512.0 /-

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Name of Work: Car & two wheeler parking near SD1 at IIT Bhilai

Sl. No.	Item Description
1	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil
2	Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.
3	Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel: 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4	Providing and laying in position ready mixed or site batcheddesign mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from naturalsources, Portland Pozzolana / Ordinary Portland /Portland Slagcement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durabilityand workability without impairing strength; including pumpingof concrete to site of laying, curing, carriage for all leads; butexcluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cementcontent in design mix shall be payable separately. In case thecement content in design mix is more than 1.10 times of thespecified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extracement. All works upto plinth level Concrete of M25 grade with minimum cementcontent of 330 kg /cum
5	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
6	Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge
7	Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), includingmaking drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shallbe measured for payment). (Precast C.C. kerb stone shall be approvedby Engineer-in-charge).
8	Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
9	40 mm thick fine dressed stone flooring over 20 mm (average) thickbase of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finishedflush. With Red sand stone (providing stone is not in vendor scope, undressed stone to be provided by institute)