Tender For Provision Of Cement Concrete Road At Fsd New Godown, jammu-Jammu And Kashmir

Tender For Provision Of Cement Concrete Road At Fsd New Godown ; 1 Dismantling Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In Charge :Wbm Road 2 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M Inwidth Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. 3 Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To 12 Tonne Capacity , Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations Etc. As Per Direction Of Engineer In-Charge. 4 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M All Kind Of Soil Pipes, Cables Etc. Exceeding 80 Mm Dia. But Not Exceeding 300 Mm Dia 5 Providing And Laying Non-Pressure Np2 Class ( Light Duty ) R.C.C. Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete :300 Mm Dia. R.C.C. Pipe 6 Providing And Laying Cement Concrete 1:5:10 ( 1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) Up To Haunches Of S.W. Pipes Including Bed Concrete As Per Standard Design : 300 Mm Diameter S.W. Pipe 7 Credit Of Serviceable Materials Received From Dismantling Of Water Bound Macadam Road By Mechanical Means, Including Loading, Transporting, Unloading As Per Direction Of Engineer-In-Charge For All Leads Including All Lifts Involved. 8 Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge With Material Conforming To Grade-I ( Size Range 75 Mm To 0.075 Mm ) Having Cbr Value-30 9 Construction Of Dry Lean Cement Concrete Sub Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is:383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Specifications, 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, Transported To Site, For All Leads & Lifts, Laid With A Mechanical Paver, Compacting With 8-10 Tonne Vibratory Roller, Finishing And Curing Etc. Complete As Per Direction Of Engineerin- Charge. 10 Providing A Debonding Layer In Form Of Separation Membrane Of Impermeable Plastic Sheeting 125 Micron Thick Between Dlc And The Concrete Slab As Per Direction Of Engineer-In-Charge. 11 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Mild Steel And Medium Tensile Steel Bars. 12 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermomechanically Treated Bars Of Grade Fe-500D Or More. 13 Providing And Laying Design Mix Cement Concrete Of M-40 Grade, In Roads / Taxi Tracks / Runways, Using Cement Content As Per Design Mix, Using Coarse Sand And Graded Stone Aggregate Of 40 Mm Nominal Size In Appropriate Proportions As Per Approved & Specified Design Criteria, Providing Dowel Bars With Sleeve / Tie Bars Wherever Required, Laying At Site, Spreading And Compacting Mechanically By Using Needle And Surface Vibrators, Levelling To Required Slope / Camber, Finishing With Required Texture, Including Steel Form Work With Sturdy M.S. Channel Sections, Curing, Making Provision For Contraction / Expansion, Construction & Longitudinal Joints ( 10 Mm Wide X 50 Mm Deep ) By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Complete All As Per Direction Of Engineer-In-Charge ( Item Of Joint Fillers, Sealants, Dowel Bars With Sleeve / Tie Bars To Be Paid Separately ) .Note:- Cement Content Considered In M-40 Is @ 400 Kg / Cum. Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately. Cement Concrete Manufactured In Automatic Batching Plant ( Rmc Plant ) I / C Transportation To Site In Transit Mixer. 14 6 Mm Cement Plaster Of Mix : 1:3 ( 1 Cement : 3 Fine Sand ) 15 Neat Cement Punning. 16 Providing And Fixing Pre-Moulded Joint Filler In Expansion Joints Of Rcc Roads / Cc Pavements After Making The Joints Dust Free With High Pressure Air Jet Cleaners, All Complete As Per Direction Of The Engineer-In-Charge. ( Pre-Moulded Joint Fillers Shall Be Made Of Bitumen Hot Sealing Compound Impregnated Fibre Board Having Impregnation More Than 35%, Conforming To Is:1838 For Fibre Board And Is: 1834 For Hot Sealing Bitumen Compound Grade A. ) 17 Providing And Laying In Position Bitumen Hot Sealing Compound For Expansion Joints Etc.Using Grade A Sealing Compound. 18 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 19 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :4.1.3 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 20 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size / Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding / Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge.80 Mm Thick C.C. Paver Block Of M-30 Grade With Approved Color Design And Pattern. 21 Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	21-Sep-2023	MSEs Order 2012	Other	10-10-2023

Refer document

INR 921950.0 /-

INR 4.60 Crore /-

Name of Work: Provision of CC road at FSD New Godown, Jammu

Sl. No.	Item Description
1	Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in charge :WBM road
2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
3	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity , dressing to camber and consolidating with road roller including making good the undulations etc. as per direction of engineer in-charge.
4	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m All Kind of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
5	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :300 mm dia. R.C.C. pipe
6	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe
7	Credit of serviceable materials received from dismantling of Water bound macadam road by mechanical means, including loading, transporting,unloading as per direction of Engineer-in-charge for all leads including all lifts involved.
8	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
9	Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, 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, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge.
10	Providing a debonding layer in form of separation membrane of impermeable plastic sheeting 125 micron thick between DLC and the concrete slab as per direction of Engineer-in-Charge.
11	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and medium tensile steel bars.
12	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermomechanically treated bars of grade Fe-500D or more.
13	Providing and laying design mix cement concrete of M-40 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-40 is @ 400 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer.
14	6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
15	Neat cement punning.
16	Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
17	Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade "A" sealing compound.
18	Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
19	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
20	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
21	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.