Bids Are invited for Custom Bid For Services - Construction/ Modification Of Slv Pit Wall At Kandla, Mithirohar And Khirai Station Under Kgpl Project In Gujarat - Demolishing Brick Work In Cement Mortar Manually Or By Mechanical Means Including Stack
Tender Overview
Project Description
Bids Are invited for Custom Bid For Services - Construction/ Modification Of Slv Pit Wall At Kandla, Mithirohar And Khirai Station Under Kgpl Project In Gujarat - Demolishing Brick Work In Cement Mortar Manually Or By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of U Nserviceable Material Within 50 Metres Lead As Per The Directions Of Engineer-In-Charge. [Notes: (1) Dismantling Shall Be Allowed Du Ring Day Shift Only & Prior Permission For The Same Shall Be Obtained. (2) Providing Of Necessary Covers/ Barricades Around The Work Area Shall Be Done Prior To Dismantling Operations] , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5M In Width As Well As 10 Sqm On Plan) Including Taking Out And Disposal Of (All Kind Of Soil ) , Providing And Laying In Position Cement Concrete Of Specified Grade At All Depths Including Ramming & Shuttering Etc. Complete In All Respects Inclusive Of Cost Of All Labour, Materials, Tools, Tackles Etc. As Per Drawings, Specifications And Direction Of Site Engineer: , 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] In All Level , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, The Cost Of Centering, Shuttering, Finishing, Curing, Carriage For All Leads, As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: 1. Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re Design The Mix Or Bear The Cost Of Extra Cement. 2.Payment For Reinforcement Shall Be Made As Per Relevant Item Of Sor. , Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Up To Plinth , Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Above Plinth , Steel Reinforcement For R.C.C. Workincluding Initial Straightening Of Coiled/Uncoiled Bars, Removal Of Loose Rust, Cutting, Bending To Correct Size & Shape, Binding With 18 Gauge G.I. Wire At Each Intersection And Placing At Any Position, At Any Height And Depth Complete In All Respects Inclusive Of Cost Of All Labour, Materials, Tools, Tackles Etc. As Per Drawings, Specifications And Direction Of Site Engineer. : Thermo Mechanically Treated Bars Of Grade Fe-500 D Or More , Brick Work With Common Burnt Clay F.P.S. (Non-Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : , Brick Work Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , 6 Mm Cement Plaster Of Mix 1:3 (1 Cement : 3 Fine Sand) All Height , Wall Painting With Premium Acrylic Emulsion Paint Of Interior Grade, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required To Achieve Even Shade And Colour : , Weather-Proof Acrylic Paint (2 Coats) , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, All Works Up To Any Lead And Lift
BOQ
| Sl. No. | Item Title | Item Description |
| 1 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of (All Kind Of Soil ) | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of (All Kind Of Soil ) |
| 3 | Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer: | Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer: |
| 4 | 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] In all Level | 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] In all Level |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, the cost of centering, shuttering, finishing, curing, carriage for all leads, as per direction of the engineer-in-charge, for the following grades of concrete.: Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re design the mix or bear the cost of extra cement. 2.Payment for Reinforcement shall be made as per relevant item of SOR. | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, the cost of centering, shuttering, finishing, curing, carriage for all leads, as per direction of the engineer-in-charge, for the following grades of concrete.: Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re design the mix or bear the cost of extra cement. 2.Payment for Reinforcement shall be made as per relevant item of SOR. |
| 6 | Concrete of M30 grade with minimum cement content of 350 kg /cum up to plinth | Concrete of M30 grade with minimum cement content of 350 kg /cum up to plinth |
| 7 | Concrete of M30 grade with minimum cement content of 350 kg /cum Above plinth | Concrete of M30 grade with minimum cement content of 350 kg /cum Above plinth |
| 8 | Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo Mechanically Treated bars of grade Fe-500 D or more | Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo Mechanically Treated bars of grade Fe-500 D or more |
| 9 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 10 | Brick work Cement mortar 1:4 (1 cement : 4 coarse sand) | Brick work Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 11 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) All height | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) All height |
| 12 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : |
| 13 | Weather-proof Acrylic Paint (2 coats) | Weather-proof Acrylic Paint (2 coats) |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift |
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