View Bid Results For Weigh Batcher Tenders

We found 1247 Bid Results related to weigh batcher tenders. You can find Contractor details who won weigh batcher tenders along with contract details in Bid awards announcements section.

Indian Tenders
1
Live Opportunities India
Analytics
Click Here
Tender Intelligence
Potential Bidders
0+
Verified Vendors
Global Tenders
0
Live Opportunities Worldwide
Filters
Stage
1035
112
100
Tender Publishing Platform
1247
State / UT
16
1104
63
15
12
12
8
8
7
4
4
4
2
1
1
1
1
Contract Value
217
207
767
56
Publish Date
1
0
0
0
0
Sector
9
919
259
48
7
5
4
2
2
1
Ownership
4
1042
196
7
2
Within keyword
Active filters:
Showing 1–25 of 1247 tenders matching your filters
1.
Public Administrative Department #11497395 Technical Bid
Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , Concrete With 40Mm Gauge Stone Ballest, Cement And Sand In Foundation In The Proportion Of 8:4:1 Including Supply Of All Material, Labour,Tools &Plant As Per S.I No-281 , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , 12 Mm Thick Plaster In 1:3 Cement & Coar Sand Mortar Etc(Si No 583) , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , S/L Of 125 Micron Polythene Etc , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
2.
Public Administrative Department #11497393 Technical Bid
Tender for construction Karya , Dismantling Of Old Interlock All Complete Work Etc. , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work. Chapter No. 6 Sch P.W.D. 305B , 12 Mm Thick Plaster In 1:3 Cement & Fine Sand Mortar Etc(Si No 582) , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , S/L Of 125 Micron Polythene Etc , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Reinforced Cement Concrete Work With Cement Approved Course Sand 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion Of 1:2:4 In Lintel Of Door And Windows Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing Anf Bending Wire And Including Necessary Centering And Shuttering Etc S.I. No. 283 , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work (When Not Included In An Over All Rates ) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of All Steel And Wastages And Over Lapping And Hookse . (S.I. No. 504) , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
3.
Public Administrative Department #11497391 Technical Bid
Tender for construction Karya , (Water Kiyosk) Excavation In Foundations In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.5M (5 Fts) And Lead Upto 30M. (100 Fts.) & Including Filling, Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed Of By The Engineer-In-Charge Upto A Distance Of 30M (100 Fts) From The Foundation Trenches. Chapter No. 4 Sr. No. 1 Sch. P.W.D.251A , Providing And Laying Of Cement Concrete 1:4:8 (1 Cement : 4 Fine Sand : 8 Grade Brick Aggregate 40Mm Niminal Side) Including Supply Of Material Labor And T&P Etc. Required For Proper Completion Of The Work And Curing Complete Also Including Cost Of Form Work In Foundation And Floor. , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work.(305A) , Reinforced Cement Concrete Work In 1:2:4 Cement, C Sand & Stone Grit 20Mm Nominal (Plinthbeem) Size Grit All Complete Work Etc. (Sch. Pwd 279B) , Mild Steel Used Reinforced Cement Concrete Slab/Patiya Etc. , 12Mm Thick Cement Plaster In Wall Surface 1:3 Cement C Sand All Complete Work Etc.(580+583) , Supply & Fixing 6Mm Thick Approved China White Coloured Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar Finished And Joined With White Cement Slurry And Pigment & Polishing Complete Including Supply For All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. (Size Of Tiles Upto 300X300 Mm)(628) , Plumbring Work , 2.5 Cm. (1) Thick 1:2:4 Plain Cement Concrete Floor With Cement , Approved Coarse Sand And 2 Cm (3/4) Graded Approved Stone Laid In Panels Finished With 3 Mm. (1/8) Flooring Coat Of Neat Cement Or Cement And Marble Dust In 5:1 As Specified Over & Including 8 Cm (3) Thick Base Concrete Consisting Of Cement, Local Sand And Brick Ballast 4 Cm (1.5) Gauge In The Proportion Of 1:4:8 And Removing Any Over Lapping Mortar At The Joints Of Panels If Any And Giving Them A Uniform Finish Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. , Shed Roofing , Mild Steel Or Iron Work In Heavy Size Such As Trusses Builtup Gate Frame Etc. Si No. 503 , Supply/Fixing Of India Marka Hand Pump With Sumersabul Pump All Complete Work Etc. , Refrigerator And Filter , Supply/Fixing Of Inogation Board All Complete Works Etc. , (Cc Road And Nali) Cleaning Jungle Including Uprooating Of Rank Vegitation Grass Bush Wood Tree And Spaling Of Grith Up To 30 Cm All Complete. Pwd Si No. 259 , E/W Excavation In Foundation In Ordinary Soil (Loam Clay ,Or Sand Including Filling Lift Up To 1.5 M (5Fts) And Lead Up To 30 M (100Fts)& Including Filling ,Watering And Ramming Of Excavation Earth Into The Trenches Or Into The Sapce Boundary Wall The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By E/I Etc (S.I. No.251) , Earthwork In Embankment Mechanically Compacted 95% Proctor Density. Filling In Ordinary Soil Excavation To Be In The From Of Regular Pits Not Exceeding 0.5 Metre In Depth And Earth Work In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.50 Lift And 30 M Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Doposited As Spoil Banks Within 30 M Distance As Directed By E/I. (Excluding Roylty). By 5 Km. Cartage , Earthwork In Embankment Mechanically Compacted 95% Proctor Density. Filling In Ordinary Soil Excavation To Be In The From Of Regular Pits Not Exceeding 0.5 Metre In Depth And Earth Work In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.50 Lift And 30 M Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Doposited As Spoil Banks Within 30 M Distance As Directed By E/I. (Excluding Roylty). By 5 Km. Cartage , providing and laying Cement Concrete 1:6:12 (1 Cement ,6F/Sand ,12 Brick Ballast 40 Mm Nominal Size) Including Supply Of All Materials Labour And T& P Etc (S.I.No. 273) , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , 2.50 Cm. (1) Thick Damp Proof Coarse With Cement Concrete Consisiting Of One Part Cement 1.5 Parts Approved Coarse Sand And 3Parts Approved 13Mm. (1.5) Graded Stone Grit And Including Water Proofing Materials As Ordered By The Engineer-In- Charge In The Proportion As Specified By The Manufacturers. As Per Sor Item No. 361 , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Construction Of 900Mm Dia Hp Culvert , Supply And Fixing Of 350 Mm Dia Np-3 Hume Pipe Including Cost Of Material Loading Unloading Cartage Up To Site, All Taxes Etc. Complete. , Supply And Fixing Of 650 Mm Dia Np-3 Hume Pipe Including Cost Of Material Loading Unloading Cartage Up To Site, All Taxes Etc. Complete. , Supply/Fixing Of Display Board. , (Parikrama Path) E/W Excavation In Foundation In Ordinary Soil (Loam Clay ,Or Sand Including Filling Lift Up To 1.5 M (5Fts) And Lead Up To 30 M (100Fts)& Including Filling ,Watering And Ramming Of Excavation Earth Into The Trenches Or Into The Sapce Boundary Wall The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By E/I Etc (S.I. No.251) , Earthwork In Embankment Mechanically Compacted 95% Proctor Density. Filling In Ordinary Soil Excavation To Be In The From Of Regular Pits Not Exceeding 0.5 Metre In Depth And Earth Work In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.50 Lift And 30 M Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Doposited As Spoil Banks Within 30 M Distance As Directed By E/I. (Excluding Roylty). By 5 Km. Cartage , providing and laying Cement Concrete 1:6:12 (1 Cement ,6F/Sand ,12 Brick Ballast 40 Mm Nominal Size) Including Supply Of All Materials Labour And T& P Etc (S.I.No. 273) , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , Mild Steel Or Iron Work In Heavy Sizes Such As Trusses, Builts Up Gates, Door Frames ,Records Racks Roof Work ,Gates Etc. Wrought To Required Form, Including Drilling Holes, Rivetting Or Welding Where Necessary, And Also Including Supply Of Steel ,Bolts, Nuts And Wastages Etc. And Their Fixing Required For Completion Of The Work. , 2.50 Cm. (1) Thick Damp Proof Coarse With Cement Concrete Consisiting Of One Part Cement 1.5 Parts Approved Coarse Sand And 3Parts Approved 13Mm. (1.5) Graded Stone Grit And Including Water Proofing Materials As Ordered By The Engineer-In- Charge In The Proportion As Specified By The Manufacturers. As Per Sor Item No. 361 , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401 , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Supplying And Laying Of 80Mm Thick Rubber Molded Zig-Zag Interlocking Tiles Joint Fillup Sand As Proper Camber All Complete Etc. Chapter No. 20 Sr. No. 8 Sch. P.W.D. 6.7 , (Stair) Clearing Jungle Including Uprooting Of Rank Vegetation Grass ,Bush ,Wood Trees And Sampling Of Grith Up To 30Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Up To Distance Of 50 M Etc Sino 259 , Earth Work Excavation In Foundation In Ordinarysoil Including Lift Up To 1.5M And Lead 30M With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , providing and laying Cement Concrete 1:2:4 ( 1Cement ,2 C/Sand , 4 Stone Ballast 40 Mm ) Etc Si No 279(A) , providing and laying Cement Concrete 1:1.5:3 (1Cement ,1.5C/Sand,3 Stone Gritts 20Mm Gauge ) S.I. No. 284B , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No 504 , M-150 Brick Work In The 1 Cement & 3 Coarse Sand In Superstructure Including All Cost Complete As Per S.I. No-307 , Railing , 12Mm Thick Cement Plaster 1:3 Cement C Sand All Complete Work Etc. Si No 583 , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Mortar 1:5 (1 Cement : 5 Coarse Sand) With Joints Finished Flush.(Red Sand Stone) , Supply/Fixing Of Sign Board Etc , (Golambar & Bench) Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead Upto 30Mm Etc (S.I. No-251) , E/W Cutting/Filling In Ordinary Soil In Cartage Up To 5Km Etc. , Providing And Laying Of Cement Concrete 1:6:12 ( 1 Cement: 6 Fine Sand : 12 Grade Brick Aggregate 40Mm Nominal Side)Si No. 273 , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work.(305A) , 12 Mm Thick Plaster In 1:3 Ratio Of Cement Morter(1 Cement, 3C/Sand).(Si No 583) , providing and laying D.P.C. 1:2:4 (1Cement ,2C/Sand,4 Stone Gritts 20Mm Gauge ) S.I. No.361 , Garden Bench , (Tinshed) Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead Upto 30Mm Etc (S.I. No-251) , providing and laying Cement Concrete In1:4:8 With Cement F/Sand&40 Mm Gauge B/Blast In Foundation As Per S.I. No 275 For Wall Foundation , providing and laying M 150Class Boundary Wall In1:6 Cement & Fine Sand Mortor In Foundation Upto Plinth Asper. , providing and laying Cement Concrete 1:1.5:3 (1Cement ,1.5C/Sand,3 Stone Gritts 20Mm Gauge ) S.I. No. 284 B , providing and laying Sand With Ramming , providing and laying Cement Concrete 1:1.5:3 (1Cement ,1.5C/Sand,3 Stone Gritts 20Mm Gauge ) S.I. No. 284 B , providing and laying Cement Concrete 1:1.5:3 (1Cement ,1.5C/Sand,3 Stone Gritts 20Mm Gauge ) S.I. No. 284 B , M.S. Work All Complete Work Etc Si.No.501 , Mild Steel Or Iron Work In Heavy Sizes Such As Trusses, Builtsup Gates ,Door Frames Records Racks Roof Work Gates Etc. Including Drilling Holes , Rivetting Or Welding Where Necessary And Also Including Supply Of Steel Bolts, Nuts Nuts And Wastages Etc. , Galvanised Corrugated Iron (G.I. )Roofing ( All Fittings, Hooks , Bolts , G.I. Bolts Etc. Are Included . , Wall Painting With Premium Acrylic Smooth Exterior With Silicone Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Ist Quality (Royal ,Asian / Barger) Ch-15 S.I. 30 , Add 12% Electrical Work , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
4.
Public Administrative Department #11405639 Technical Bid
Tender for Gsb Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , G-3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Machenical Means , Cement Concrete Pavement Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 1:4:8 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. (S.I.No. 281) , Class-150 Brick Work In 1:4 Cement And Fine Sand Of 1.25 Fineness Modulus Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. (S.I.No. 305) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawing And Technical Specifications Clauses1002,1005, 1010 And 1202 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Rcc 1:2:4) , Supply And Fixing Of Sign Boad With Of Complete Or As Per Directed By Engineer Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
5.
Housing Urban and Rular Development #11317703 Technical Bid
Tender for Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter. All Kinds Of Soils , Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc. Complete In Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level. M10 Grade Nominal Mix 1: 3: 6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). , Random Rubble Stone Masonry For With Hard Stone In Foundation And Plinth In Cement Sand Mortar Above 30 Cm Thick Wall In: Cement Mortar 1:6 ( 1-Cement : 6-Sand). , Providing And Laying Cement Concrete Including Curing, Compaction Etc. Complete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets, Levelling Course Etc Up To Floor Five Level Excluding The Cost Of Centering And Shuttering. M15 Grade Nominal Mix 1: 2: 4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size). , Providing Corrugated G.S. Sheet Roofing Including Vertical / Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead And Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces) Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Whenever Required. 0.80 Mm Thick With Zinc Coating Not Less Than 275 Gm/M2 , Steel Work In Built Up Tubular Trusses Including Cutting, Hoisting ( Height Upto 10 M)Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Welded And Bolted Including Special Shaped Washers Etc. Complete. Hot Finished Welded Type Tubes. , Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (Crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (As Per I.S.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[Morth Specification : Clause 401]. By Mechanical Means. For Grading-Ii Material , Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 602.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.5 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 150 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (Dowel Bars Will Be Paid Seprately) , Providing And Fixing Of Dowel Bars Of Mild Steel Confirming To Is : 432 Of Specified Length And Diameters As Per Morth Specification Irc 15 & 58 Including Cutting, Placing In Position Across Transverse Joint With Proper Spacing, Providing With Pvc Sleeve Complete As Per Drawing, Technical Specification And As Per Direction Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Rajasthan View Result →
6.
Public Administrative Department #11290947 Technical Bid
Tender for Cartage Of Malva, Silt, Sludge Kankar And Other Disposable Organic Material Etc. All Complete With Labour T&P Including Cartage Of 8 Km. (Chapter No.3 Si.No.8) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (1 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (2 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (3 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Earth Work In Filling In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 8Km. Form The Foundation Trenches Including Royalty@ 9.00 Per Cum. (Chapter No.4 Pwd.Sch.-253(A)+ Cptr No. 3 1 To 8 Km.) , Earth Work In Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Earth Work In Excavation In Foundation In Ordinary Soil Mixed With Moorum Shingle Kankar Requiring The Use Of Special Tools And Plants Such A Pick Axes Subbals Etc. Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Extra For Earth Work In Embankment Mechanically Compacted To 98% Proctor Density Ln Ordinary Soil, Excavation To Be Done Form Of Regular Pits Not Exceeding 0.5Mtr In Depth And Work In Embankment To Be In 20Cm Layer Including Ramming And Dressing Pulverization Surfacing Including Supply Of Labour, T&P, Roller And Water Sprinkle , Back 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, Lead Up To 50M And Lift Upto 1.5 M Incl. Cost Of All Labor Complete As Per Specifications , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 1.50M To 3M. , Supply & Fixing 3.5Kg And Or As Specified By The Manufacture, Harderner In Trexim Concrete Per Sqm. , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 3.00M To 4.50M. , Cleaning Jungles Including Uprooting Of Trunk Vegetation Grass, Bushes, Wood Trees And Sapling Of Girth Upto 30Cm Measured At A Height Of 1 Meter Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 Meters Out Side The Periphery Of Area Cleared. , Removal Of Silt For Nala/Nali In Liquid Mud Or Faul Position With Special T&P Including Lead 30M And Lift Up To 3.00M Etc. All Complete. (As Per Attached Sanctioned Rate Analysis) , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 4.50M To 6.00M. , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.5 M Lift And 30 M Lead. The Earth In Form Of Cutting (B) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Etc. All Complete. (4-Chapter Si.No.3) , Sand Filling In Plinth Including Supply Of Necessary Quality Of Local Sand From A Distance Not Exceeding 8 Kms From The Site Of Work And Including Watering Dressing Etc.Required For Proper Completion Of Work (Chapter No.4 Si.No.6 ) , Providing And Laying Cement Concrete In 1:5:10 (1 Cement :5 Fine Sand 10 Stone Ballast 40 Mm Gauges) And Curing Complete, Including Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.1) , Providing And Laying Cement Concrete In 1:4:8 (1 Cement:4 Coarse Sand :8 Graded Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors (5-Chapter Sr.No.2) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand :6 Gladed Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.3) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand:6 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors. (5-Chapter Sr.No.5) , Providing And Laying Cement Concrete In 1:2:4 (1 Cement: 2 Coarse Sand :4 Graded Stone Aggregate 40 Mm Noffrinal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors..(5-Chapter Sr.No.6 Si.No..4.1.3) , Providing And Laying Cement Concrete In 1:1.5:3 (1Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors. (5-Chapter Sr.No.7) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement -All Work Up To Plinth Level: 1:2:4 (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Up To Plinth Leuel:1:2:4 In Raft Foundation (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Trp To Plinth Level : 1:1.5:3 (1 Cement:1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Ch-S Si No- 5,1.2 , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete,Slab Including The Cost Of Centering, Shutterang, Finishing And Excluding Reinforcement - Above Plinth Level Upto Fifth Floor Lable : 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Above Plinth Level Upto Fifth (V) Floor Lable , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Balconies, Shelves, Chajjas, Bands, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Including The Cost Of Centering, Shuttering, Finishing Exlcuding Reinforcement, With 1:1.5:3 In Heavier Beam (1 Cement: 1.5 Coarse Sand(Zone-Lll) : 3 Graded Stone). , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Work Up To Plinth Level (5-Chapter S.I. No.-16) , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Works Above Plinth Level Upto Floor V Level (5-Chapter S.I. No.-16) , Class-150 (Non Modular) Brick Work In 1:6 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work.. ( Chapter No. 06 Sr.No. 1) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Foundation And Plinth Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapter No. 06 Sr.No. 2) , Class-150 (Non Modular) Brick Work In 1 :4 Cement And Fine Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Only 80Mm Thick Wall). (Chapter No. 06 Sr.No.3) , Class-150 (Non Modula0 Brick Work In L:3 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Chapter No. 06 Sr.No.4) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. (Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand Mortor In Super Structure Above Plinth Level Upto Floor Five Level For Wall Thickness More Than 12Cm. Including Supply Of All Material, Labour And Tools And Plants Etc. All Complete. {Chapter No.6 Si.No.2+6} , Add Extra To Ltem No. 1 To 4 Above For Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 12Cm And Less. (Chapte No. 06 S.I. No. 2+4) , Add Extra To Ltem No. 1 To 4 Above But In Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 8Cm And Below. (Chapte No. 06 S.I. No. 2+4) , Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.1} , Providing And Laying Damp-Proof Course 25 Mm Thick With Cement Concrete 1:2.4 (1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.2} , Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Vg-10 Of Approved Quality Using 1.7K9 Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Piece Of Cloth Lightly Soaked In Kerosene Oil.. {Chapter No.07 Si.No.3} , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (A) 35Mm Thick. (Chapter No.9 Si.No.1-9.21.1) , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (2) 30Mm Thick. (Chapter No.9 Si.No.1-9.21.2) , Providing & Fixing 1.00 Mm Thick Decorative High Pressure Laminated Sheet Of Plain/Wood Grain In Gloss/Matt/Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Uality Conforming To Is : 2046 Type S, Including Cost Of Aadhesive Of Approved Quality. , Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Size Of 19 Mm X 19 Mm For Styless And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture. M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Which 50 Mm Shal Be Flat And 20 Mm Shalll Be Tapered In 45 Degree Angle On Both Sides Forming Styless And 5 Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail And Lock Rails Shall Be Top, Bottom And Lock Rails Shall Be Provided Both Sides Of The Panel. 10 Mm (5 Mm X 2) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail. Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded/Sealed To The Styles & Rails With 7 Mm (5 Mm + 2 Mm) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Interrior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing.30 Mm Thick Pre Laminated Pvc Door Shutters , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Ls: 1868, Minimum Anodic Coating Of Grade Ac 15) , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item): With Float Glass Panes Of 4.0 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 5.5 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 8.0 Mm Thickness , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315 , Having Brand Logo Embossed On The Body/ Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors Including Cost Of Cutting Floors ,Embeding In Floors As Required And Making Good The Same Matching To The Existing Floor . Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Entineer-In-Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness. , Providing And Tixing Factory Made Upvc White Colour Casement/ Casement Cum Frxed Glazed Door Comprising Of Upvc Multi-L Chambered Frame. Sash And Mullion (Where Ever Required) Extrlcled Profiles Dl,Ly Reinforced With 1.60 T 0 2 Mm Thick I Galvalized Mild Steel Section Made From Roll Forming Process Of Iequrred Length {Shape & Size According To Upvc Profile), I Ldvc Extruded Glazing Beads Of Appropriate Dimension. Epdi\/L Gasket. Znc Alloy (White Powder Coated) 3D Hrnges And One Handle On Each Side Of Panels Along With Zinc Plated Mild Steel Rnulti Point Locking Having Transmission Gear, Cylinder With Keeps And One Sicle Key, G.L Fasteners 100 X I Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Weldecl Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. Afier Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approvecl Quality, All Complete As Per Approved Drawing & Cllrection Of Engineer-In-Charge. (Single I Double Glass Panes And Sllicon Sealent Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dlrnension I.E. In Depth & Width Of Profile Shall Be Acceptable Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Rm & Sasn 67 X 1 10 Mm Both Having Wall Thickness Of 2.3 I 0.2 ^Rr Ancl Single Glazing Bead / Double Glazing Bead Of Lappopiate D.Mersion. (Area Of Door Upto L2 00 Sqm). , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Structural Steel Work In Single Section, Fixed With Or Withoul Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting,Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required Heavy Size Such As Trusses Built , Providing And Fixing In Position Collapsible Steel Shutters With Vertical Channels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mm Size, With Top And Bottom Rail Of T-Iron 40X40x6 Mm, With 40Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Apptying A Priming Coat Of Approved Steel Primer.(Chapter No.10 Si.No.4-10.3) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pjpe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\4.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover (Upto 10.00 Sqm).(Chapter No.10 Si.No.4-10.5) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\Il.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X,1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover Extra For Providing Mechanical Device Chain And Crank Operation For Operating Rolling Shutters. Exceeding 10.00 Sqm And Upto 16.80 Sqm/Above In The Area , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc, Complete. Hot Finished Welded Type Tubes , Supply And Fixing Stainless Steel (Grade 304) Ralling Made Of Hollow Tubes, Channels, Plates Etc. Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Steel Nuts And Bolts Complete. I/C Fixing The Ralling With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts Fasteners Etc.). (Chapter No.10 Si. No. 14 New) , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Galvanised M.S. Wire Gauze With 0.63 Mm Dia Wire And 1 .4 Mm Aperture On Both Sides , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Stainless Steel (Grade 304) Wire Gauze Of 0.5 Mm Dia Wire And 1.4 Mm Aperture On Both Sides , Painting Top Of Roofs With Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregasted With A Cost Of Coarse Sand At 60 Codm Per 10 Sgm, Including Cleaning The Slab Surface With Keroseme Oil Complete : With Residual Type Petroleum Bitmen Of Grade Vg-10 , Providing And Laying Integral Cement Based Water Proofing Itreatment Including Preparation Of Surface As Required For Itreatment Of Roofs, Balconies, Terraces Etc Consisting Of Lfollowing Operations: (A) Applying A Slurry Coat Of Neat Cement Lusing 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Lcompound Conforming To Ls. 2645 And Approved By I E Ng Ineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoining Walls Lupto 300 Mm Height Including Cleaning The Surface Before Llreatment. B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 125 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 L Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Ofjunctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Lb : 2645 And Approved By Engineer-In-Charge (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix L:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Includlng Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finjshing The Surface With Lrowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge :Wth Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65Mm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 80 Mm Thick With Zinc Coating Not Less Than 275 Gm/ Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M , Providing And Laying Six Courses Water Proofing Teatment With Bitumen Felt Over, Roofs Consisting Of First, Third And Llfth Course Of Blown Bitumen 85/25 Or 9O/15 Conforming To Ls : 702 Applied Hot @ 1.45, L.2O And 1.45 Kg Per Square Metre Of Area Respitively, Second And Fourth Courses Of Roofing Felt Lype 3 Grade I Conforming To Ls : 1322 (Hessian Based Self Flnished ;Itumen Felt) , Sixth And Final Course Of Stone Grit 6 Mm And Down Size Or Pea Sized Gravel Spread At 6 Cubic Decimeter Per Sqm Iniluding Preparation Of Surface But Excluding Grading, Complete. , 10 Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Flat Tile Bricks, Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat: With Common Burnt Clay F.P.S.(Non Modular) Brick Tile Of Class Designation 10 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineerin-Charge) 0 50 Mm (+ 0.05 %) Total Coated Hickness With Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Icrons Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge, The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roollng Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Ridges Plain (500 - 600Mm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Ls: 12823 Grade Ltype Ll, In Anelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing 12 Mm Thick Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. I\4Arine Plywood Conforming To Ls: 710 , Providing And Fixing Tiled False Ceiling Of Specilled Materials Of Size 595X595 Mm In Lrue Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections ( Galvanlzed @ 120 Grams/ Sqtn, Both Side Inclusive) Consisting Of Main T Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38 Mm Made From 0.30 Mm Thick (Minimum) Sheet, Spaced At 1200 Mm Center To Center And Cross T Of Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet, 1200 Mm Long Spaced Between Main T At 600 Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600 Mm Panel Lo Form Grids Of 600X600 Mm And Wall Angle Of Size 24X24x0.3 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Required Cutting/Making, Opening For Services Like Diffusers, Grills, Iight Fittings, Fixtures, Smoke Detectors Etc. Main T Runners To Be Suspended From Ceiling Using Gl Slotted Cleats Of Size 27 X 37 X 25 X1.6 Mm Fixed To Ceiling With 12.5 Mm Dia And 50 Mm Long Dash Fasteners, 4 Mm Gl Adjustable Rods With Galvanised Butterfly Level Clips Of Size 85 X 30 X 0.8 Mm Spaced At 1200 Mm Center To Center Along Main T, Bottom Exposed Width Of 24 Mm Of All T- Sections Shall Be Pre-Painted With Polyester Paint, All Complete For All Heights As Per Specifications, Drawings And As Directed By Engineer-In-Charge. Gl Metal Ceiling Lay In Plain Tegular Edge Global White Color Tiles Of Size 595X595 Mm, And 0.5 Mm Thick With 8 Mm Drop; Made Of G Lsheet Having Galvanizing Of 100 Gms/Sqm (Both Sides Inclusive) And Electro Statically Polyester Powder Coated Of Thickness 60 Microns (Minimum), Including Factory Painted After Bending , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Ls 8225:1987, Light Reflectance Of 85%(Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bsi476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991,In True Horizontal Level Suspended On Inter- Locking Metal T-Grid Of Hot Dipped Galvanised Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 24X38 Mm Of Length 3000 Mm, Cross - T Of Size 24X32 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 24X32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, I Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 24X24x0.40 Mm Ol Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 460 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-Incharge. With 15 Mm Thick Tegular Edged Light Weight Calcium Silicate False Ceiling Tiles. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:6 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement & Fine Sand (Not Less Than In 1.25 Fm) Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:3 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:4 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 20 Mm Cement Plaster 1:3 (L Cement:3 Coarse Sand) Linished With A Floating Coat Of Neat Cement. , 20Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding Bomm. Ln Girth And Finished Even And Smooth , 6Mm Thick Celling Plaster 1:3 (1 Cement :3 Fine Sand) Cement & Fine Sand In F.M Not Less Than 1.25, 1:3 Including Chipping Of Reinforced Cement Concrete Surface Before Celing Plaster. The Cost Of Including At Material, Labor T&P And Scafolding Etc Complete. (Chapter No.13 Si.No.13) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Morlar1:4 (1 Cement: 4 Coarse Sand) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Including 50Mm Thick Base With Concrete 1:4Rb Complete As Per E/L , Marble Tiles Stone Slabs 18 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With : Marble White Dhungriquality , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With: White Alebeta White Stone , Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) : 25 Mm Thick , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Moftar 1:5 (L Cement: 5 Coarse Sand)With Joints Finished Flush.Red Sand Stone , Prividing & Laying Ceramic Non Skid Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming Tq Ls : 15622 Of Approved Make In Colours Such As White, Lvory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Ioints With White Cement And Matching Pigment Etc., Complete. , Providing & Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Ls : 15622 (Thickness To Be Specified By The Manufacturer )Of Approved Make In Atl Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-Incharge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Morta|L:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 33Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Vitrified Tiles 500X500mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providing And Laying Vitrified Tiles 600X600mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providlng And Laying Polished Granite Jet Black Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge.{Chapter No.14 Si.No.27} , Stone Work (Machine Cut Edges) For Wall Llning Etc. (Veneer Work) Upto10 Metre Height, Backing Filled With A Grout Of Avercge 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Polnting In White Cement Mortar 1:2 (1 White Cement R 2 Stone Dust) Wlth An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Plns Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Flne Dressed With Rough Backing. 30 Mm Thick , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. Including Curing The Cost Of All Material, Labour, T&P Etc. Complete. (Chapter No.15 Si.No.1) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Ofwork. , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) Supply Of All Labour Material And T&P Requlred For Proper Completion Of Work. , Finishing Walls With Textured Exterior Paint Of Required Shade New Work (Two Or More Coats Applied @ 328 Ll Lo Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20K9/10 Sqm Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade ; New Work (Two Or More Coat Applied @ 1.67 Llth) Sqm Over And Including Priming Coat Ofexterior Primer Applied @ 2 20 Kg/10 Sqm) Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/L0 Sqm Over An Under Coat Of Primer Applled @ O.B0 Ltr/10 Sqm Of Approved Brand And Manufacture. Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacturb Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Paint Of The Two Coat Over Primer Coat Wood Surface And Etc. All Complete.(15-Chapter Si.No.8+10+11) , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Upto 10 Cm In Width , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Of Work , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Includlng Cost Of All Materials, Labour T&P Etc. Required For Proper Completion Of Work Wood And Steel , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Distempering With 1St Quality Acrylic Distemper, 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..One Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Distempering With 1St Quality Acrylic Distemper, 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..Two Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Sudace Smooth Including Necessary Repairs To Scratches Etc. Complete. , Distempering With Lst Quality Acrylic Distember (Ready Mix) Having Voc Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture To Give An Even Shade:Old Work (One Or More Coats) , White Washing Wth Lime On Undecorated Wall Surface (One Coat) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , White Washing Wth Lime On Undecorated Wall Surface (Three Or More Coats) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , Colour Washing Such As Green, Blue And Other Coloures Or Buff To Give An Even Shade New Work Colour Washing (Two Coats) With A Base Coat Of White Washing With Limes Including Cost Of All T&P Other Complete Work. , Removing White Or Colour Wash By Scrapping And Sand Papering And Pteparing The Surface Smooth Including Necessary Repairs To Scratches Etc Complete , Demolishing Cement Concrete Manually Including Disposal Of Materialwithin 50 Metres Lead , Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Materials As Directed By E/Ic With In A Distance Of 60 Meters (200 Feet). (17-Chapter Pwd. No.694) , Demolishing R.B. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-Incharqe. , Demolishing Brick Work 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 In Cement Mortar. (17-Chapter Si.No.6) , Demolishing Stone Rubble Masonry Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Eng;Neer-In-Charge : Ln Lime Mortar , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead Of Area 3 Sq. Metres And Below , Dismantling Steel Work In Single Sections Including Dismembering And Stacking Within 50 Metres Lead In: R.S. Joists , Dismantling Stone Slab Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (17-Chapter Si.No.16) , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Wlthin 50 Metres Lead. , Dismantling Of Old Interlocking Tiles Pavement Including Staking Of Serviceable Material And Disposal Of Unserviceable Material Within Lead Of 50M As Per Direction Of Engineer In Charge. (Ns) , Random Rubble Masonry 1:6 (1 Cement: 6 Coarse Sand), With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size).Upto Plinth Level With , Random Rubble Masonry 1:6 (1 Cement : 6 Coarse Sand), With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (L Cement:6 Coarse Sand:12 Graded Stone Aggregaie 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like , 30 Mm Red Sand Stone Sun-Shade (Chisel-Dressed) Supported On Red Sand Stone Brackets, Fixed In Walls With Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Finishing Complete. , Providing And Fixing Red Sand Stone Jali 40 Mm Thick Throughout In Cement Mortar 1R3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc , Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick (Chapter No.18 Si.No.7) , Supply And Fixing 500 Liter Pvc. Sintex Water Tank Etc. All Complete. (19-Chapter Sr.No.2(C)) , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Constuction Of Un-Reinforced, Plain Cement Concrete Avement Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M-30 (Grade), Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exeeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Acapacity And Apporopriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continous Aperation Including Provision Of Contraction, Expansion, Construction And Constructionl Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days, Curing Comound (Where Apecified) And Water Finishing To Lines And Grade As Per Drawing And Technical And Technical Sepcification Clause 1501. (For Agra). (Chapter No.20 Si.No.12) , Construction Of Un-Reinforced, Plain Cement Concrete Pavement Over A Prepared Sub Base With Approve Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Ls 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Prim Er, Joint Sealant, Debonding Strip, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing For Agra , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work.80 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Coloured) , Re-Laying Of I Shaped Precast Interlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50Kg) Including 25Mm Thick Loacal Sand Base Levelling And Ressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Comlete Work. Including Vat (Chapter No.20 Si.No.19 New Item) , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe. (Lnternal Work - Exposed On Wall) 32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 40Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 50Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 15 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 20 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 25 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 32 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 40 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 62.50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 75 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 100 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 150 Mm Nonrinal Dia Pipes , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 15 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 20 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 25 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 32 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 40 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 50 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 15 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 20 Mm Dia Nominal Bore , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 60X60x75 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 90X90x100 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 120X120x100 Cm Lnside , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Ls : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: W.C. Pan With Lsl Marked White Solid Plastic Seat And Lid , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Two Urinal Basins With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Three Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Four Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require: (White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C. P. Brass Pillar Taps) {Chapter No.24 Si.No.5A} , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 550X400 Mm With A Pajr Of 15 Mm C.P. Brass Pillar Taps , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C.P. Brass Pillartap , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.6A) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350 Mm With White Pvc Automatic Flushing Cistern, With Fittings, Standard Size C.P. Brass Flush Pi Pe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Ls:2556, C.L. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittlngs And Cutting And Making Good The Walls And Floors Wherever Requlred:Range Of Two Half Stall Urinals With 5 Litre Pvc. Automatic Flushing Cistern , Constructing Brick Masonary Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (A) Inside Dimensions 455X610mm And 45Cm Deep For Single Pipe Line : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.6A) , Constructing Brick Massonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 600X850mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (C) Inside Dimensions 600X850mm And 45Cm Deep For Pipe Line With Three Or More Inlets : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.8C) , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) Hindi Letters , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) English Letters , Reinforced Cement Concrete M15 Grade Boundary Pillars/ Wheel Guard Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.2 Metre High , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.8 Metre High , Deduction Of Cost Brick/Bats. (Chapter No.1 Sr.No.2(C)) , Deduction Cost Of Material Old Workable Bricks Etc. All Complete. , Road Delinator Delinealor Supply & Fixing Of M S Delineator Made Of L\Lild Steel With Pllre Polyester Powder Coating With The Minimum Thickness Of Powder Coating Of Not Less Than 40 Micron For Prolectlon Against Corlosion The Surface Should Be Concealed So That There Sholrld Not Be Any Exposed Surface Wilhout Powder Coating. Alternatively, These Metal Guide Poles Can Be Concealed With Thermoplastic Body. The Posts Shall Have Lan Ellipsoidal Or Circular Design Wilh The Height Of The Pole Shall Be 800 To 900 Mm Above The Ground With About 200 To 300 Mm Base Which Can Be Anchored Onto The Ground Mild Steel Guide Poles Shall Conform To Type Xl Sheeting Specifications As Per Lrc67 And Ast Ii D4956 Which Would Ensure To Obtainl Clear Visibility Of The Road Alignment During Nighl Time. The Relro Reflective Sheeting Shall Be Tested For Acertificale Of Having The Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Iiner Removal, Adhesion,Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdooa Weathering And Ils Having Passed These Tests Shall Be Obta Ned From Lnlernational/Government Laboratory / Lnslitute By The Manufacturer Of The Sheeinq And In Case The Cerliflcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condillon Within 3 Years Of Launching Of Product By The Manufaclure In Abroad. Alternatively, A Certillcate Conforming To Astlvl Specification (D4956 09) On Adficial Accelerated Weatherlng Requirements From A Reputed Laboratory In Lndia Can Be Accepted providing Sionally. Ln Such A Siluation, The Employer / Clienl, If So Desires, Collld Seek For A Performance Guarantee Which Would Be Released Alter Receipt Of Certiflcate Meeting The Requ Rement Of Three Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Report Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour. T&P, Transportation, Installation And Incidentals All Complete As Per D Recllon Of The Engineerincharge , Road Marking With Hot Applied Thermoplastic Compound With Reflectrosing Glass Beads On Bituminous Surface. Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflecto Rising Glass Beads @ 250Gm/Sqm. Area, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass, Beads As Per I.R.C. 35. The Finish Surface To Be Level Uniform And Free Form Steaks And Holes Composition Of Thermoplastic Material Shall Be As Per Table 800-3 Of Clause 803 Of Morth Including Cost Of Work As Per Direction E/Ic. (Chapter-28 Si.No.2) , Road Marking With Hot Appliod Ths.Moplastic Compound With Roflsctorlsing Glass Boads On Bituminous Surface. (Ropoated / Tranvers Bar) Providing And Laying Of Hot Applied Thermoplastic Compound 5 Mm Thick Lncludlng Reflectorising Glass Beads 0) 5Oo Gms Per Sqm Area, Thickness Of 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015 The Llnished Surface To Be Level, Uniform And Free From Streaks And Holes , 6M Span Over Head Cantilever Structure With 300 Dia M S One Vertical Post Supply, Fxing & Erection Of Built Up Canllever Structure 6 M Span Comprising Of One Verllcal Posts Of 6.00 I!4 Helght Made Up Of 300 Mm Nb Heavy Class Ms Pipe As Verllcal Member Welded With 10 Mm I\,4S Plate At Top & 12 Mm M S Plate At Bottom. The Horizontal Truss Shall Comprise Of 50 Mm Dia Heavy Class M.S. Pipe And 40 Mm Dia Heavy M S Pipe As Bracing & 10 Mm Ms Plate At Bottom For Llxing To Vertical Post As Per Structure Design & Drawing Wilh One Of Steel Primer And Two Coats Of Synthetic Enamel Planl. The Work Includes Constrlrction Of Reinforced Cement Concrete Foundation Of Size 0.90X0.90X1 50 M Of Required Depth As Per Site Conditlon For Built Up Structure Including Earlh Work In Excavation 100 Mm Thick Lean Concrete In 113:6 Cement Coarse Sand And 40 Mm Gauge Stone Ballast And Reinforced Cement Concrete M25 Grade Concrete Including Supply And Fixing Of 25 Mm Dia Foundalion Bolts 600 Mm Long As Per Provision Of Structure Design Includlng Cost Of Reinforcemenl & Shuttering. The Lateral Vertical Clearances And Complete. Nstallaton Work Shall Be As Per Relevanl Clauses Of Mort&H Speciflcation Section 8Oo And Irc 67 2012 Complete In All Respect The Raies Shall Include Cost Of Deslgn Fabricalion, Supply, Kansportalion, Local Shifting Erection Of Signage Skucture Using Crane, Inclusive Of All Taxes Etc. All T&P Machine, Malerial And Labour Requiled For Proper Completion Of Work As Per Direclion Of Engineer-Ln-Charge. , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilhout Shank) , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilh Shank) , Flexible Median Marksr As Per Irc 79:2019: Flexible Lmedian N4arker (Flv4nl) Should Be Used For Improving Medlan Visib Lity Dlrring Dark Hours. , Use Of L/Edian ]Varker Provides Safely Againsl Colision Happening Wilh Med Ans During N Ght Lime , Or Sevete Weather Flexib E L\.4Edian Markers Shall Be Provided With Fluorescenl Yellow Colour Retro-Refleci Ve Sheeting Type Xl As Per Irc:87. Flexible Lt4edian Lmarker Shall Be Ol Lough, High Impact Resistant, Lnieclion Molded, Lhermoplastic Body With Propery Of Flexibility Io Provide High Durabilityand U Shape Structure Having Rebound / Bollnce Back Properly. The Sheeting Shall Be Of Type Xl Conforming To Lrcl67 And Ii Should Be On Both The Faces Whereby Providing Maximum Refleclivity At L,Anger Distances With Adequate Durabllity. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body During The Lnjection Molding Process. Fi\4M Shall Be Fixed By A Combination Bf Epoxy Adhesive And Grouting/ Drilling On Concrete Medians Or Property Conslructed Solid Medians Heighl: The Marker Height Shall Be A Minimum Of 180 Mm Width 120 Mm & Body Thickness: 6.5 Mm. The Shanks Shall Not Be Less Lhan 20 Mm And Depth Shall Not Be Less Than 30 Mm Reflective Area: Shall Not Be Less Than G0 Cm Square . Proof Of Lhe Same Report Shall Be Uploaded Which Quollng Lender. The Body Of Fn,4[,4 Shall Bounce Back To Ils Origlnal Position Of Afier 750 Number Of Hits Using Pendulum Of 1.8 Kg Conforming 40 Astm D256 Adhesion Between The Body And Outer Casing Body Of Fmi\4 Shall With Stand 50 Kg I Tensile Loads Conforming To Astm D63b Method. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer-Ln-Charge. , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Over 10 Cm. In Width , Linear Dstinoator Systsm (Lds) Supply & Fixing Of Linear Delineator System (Lds) Panels Made Of Micro Prismatic Retro Reflective Sheeting Type Xl Duly Laminated On Thin Aluminium Foil To A Unique Corrugated Shape To Provide Retro Reflection Across Wide Range Of Observaiions And External Angles. Eatch Lds Panel Should Be Of Nominal Lenglh Of 33 Inch And Each Ridge Shall Be Approximately 0.34 Inch High Each Lds Panel Is To Be Firmly Fixed On Existing Concrete/Brick Work With 16 Nos Fastner/ Screw , Retro-Roflectivesheeting Type-Lv With 4 Mm Thick Acm Single Side Providing & Flxing Of Reflective Signs With A Corrosion Resistant 4 Mm Thick Wlth 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Lace To Be Iully Covered With Hlgh Lntenslty Prlsmatic Sheetlng Type Lv As Per Irc-6712012 Relro Refleclive Sheeling With Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Elc Shollld Be As Per Morth Speciflcation No Bo1.3.7 .The Sheelng Shall Have A Pressure - Sensltive Adhesive Of The Aggressive - Tack Type Requiring No Heat , Solvent Other Preparation For Adhesion 10 A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acim (Aluminium Composite Materials) Shall Be Flxed On The Back Frame Nis Angle Wiih Riveting. Micro Prismalic Type Lv Retro Rellective Sheeting Conilrming 1O Astm 04956-09 Shall Be Pressure Lixed. The Retro Reflective Sheeting Shall Be Tested For A Cerlillcate Of Having The Sheeting Tesled For Coetllcient Of Retro Refleclion, Dayume Colour And Luminance, Shrinkage, Flexibilily, Liner Iemoval, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed Lhese Lesls Shall Be Obtained From Lnlemational/Government Laboratory/ Lnstitute By The Manufacture. Of The Sheetng And In Case The Certiflcate Is Oblalned From International Condilion, T Should Also Be Obtained From Lndian Condilion Within 3 Years Of Launching Of Producl By The Manufactllre In Abroad. Alternalively, A Cerliilcate Conforming To Astm Specification (D 4956-09) On Artiilcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, Lhe Employer/Client, If So Desires, Could Seek For A Petlotrnance Guarantee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirement Of Lhree Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo.T Shall Be Uploaded Whlch Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Lransportation, Installation And Lncidentals All Complete As Per Direction Of The Eng Neer-In-Charge. , Retro-Reflectivesheeting Type Iv With 4 Mm Thjck Acm Double Side: Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Lhlck With 0.4 To 0.5 Mm Both Side Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Tntensity Prismaiic Sheeling Type Lv As Per Irc-67:2012 Retro Reflective Sheeting With Back Frame Ms Angle Of 35X35x5 Mm Legends Letters , Numerals And Borders Elc Should Be As Per Morth Specification No801.3.7 The Sheeting Shall Have A Pressure - Sensitive Adhesive Of The Aggressive - Tack Type Requiring No Heai, Solvent Olher Preparation For Adhesion To A Smooth Clean Surface, Ln A Manner Recommended By The Sheeling Manufacturer. The Acn,4 (Aluminium Cornposite L\,4Aterials) Shall Be Ilxed On The Back Frame Ms Angle With Nveling. Micro Prismatic Type Lv Retro Refleclive Sheeting Conflrming Io Astm D4956-09 Shall Be Pressure Llxed. The Reko Reflective Sheeling Shall Be Tesled For A Cedificate Of Having The Sheeting Tested For Coemcient Oi Reko Reflection, Daytime Colour And Luminance, Shrinkage Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdoor Weatherlng And Its Having Passed These Tests Shall Be Obtained From Lnternallonal/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeting And In Case The Certificale Is Oblained From International Condition It Should Also Be Obta Ned From Lndian Condilion Wilhin 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certilicate Conforming 10 Astm Speciflcatlon (0 4958-09) On Aatiflclal Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepled Provisionally. Ln Sllch A Situation, The Employer/Client If So Desires, Could Seek For A Performance Guarantee Which Would Be Released Afler Receipl Of Cerlillcate Meeting The Requirement Of Lhree Years Outdoor Weathering Of The Sheeling As Per Irc 67I2012 & Proof Of The Same Repofl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installalion And Incidentals All Cornplete As Per Dlreclion Of The Engineer-In-Charge , Retro-Refle.Ctivesheeting Type-Xl With 4 Mm Thick Acm Single Side Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Thick With 0.4 To 0.5 Mm Both Slde Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Lntensity Prismatlc Sheeting Type Lv As Pet Irc-67:2012 Reko Reflective Sheeling With Back Frame L\,4S Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per L\Lorth Specification No_ 801.3.7 The Sheeting Shal Have A Pressure - Sensitive Adhesive Of The Aggressive Tack Type Requiring No Heal Solvent Other Preparation For Adhesion To A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acm (Alllminium Composite L\,4Aterlals) Shall Be Fixed On The Back Frame Ms Angle With Riveting. Micro Prismatic Type Lv Retro Reflective Sheeung Conflrming To Astlvl D4956-09 Shall Be Pressure Fixed. The Relro Reflective Sheeting Shall Be Tested For A Cefiilicate Of Having The Sheeting Tested For Coeificient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Iungus Resistance. 3 Years Outdoor Weathering And Lts Having Passed These Tests Shall Be Obtained From Lnlernational/Government Laboraiory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cefiificate Ls Obtained From Lnternational Condition. It Should Also Be Oblalned From Lndian Condition Wilhin 3 Years Of Launching Of Producl By The Manufacture In Abroad. Alternatively, A Certificate Conforming To Astii Speciflcation (D 4S5b-09) On Adiflcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Prcvisionally. Ln Such A Siluation, The Employer/Client, If So Desires, Could Seek For A Performance Guaranlee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirernent Of Three Years Outdoor Weathering Of Lhe Sheeting As Per Irc 67:2012 & Prooi Of The Same Reporl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpoftalion, Installation And Incldentals All Complete As Per Direction Oi The Engineer-Ln-Charge , Retro-Reflectlveshoeting Type-Xl With 4 Mm Thick Acm Double Side Providing & Rlxing Of Reflective Signs With A Colrosion Resistanl 4 Mm Thick With 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Face Lo Be Iully Covered With High Lntensity Prismatic Sheeling Type Lv As Per Irc-67:2012 Relro Retlective Sheeting Wlth Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specification No_ Bo1.3.7 .The Sheeting Shall Have A Pressure - Sensilive Adhesive Of The Aggressive - Tack Type Requiring No Heat, Solvent Other Preparation For Adhesion Lo A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer, The Acn,4 (Aluminlum Composite Materlals) Shall Be Fixed On The Back Fiame Ms Angle With Riveting. Micro Prismalic Type Lv Retro Reflective Sheeting Conflrming To Astm D4956 09 Shall Be Pressure Fixed. The Relro Refleclive Sheeting Shall Be Tested For A Ce(Iilcate Of Having The Sheeting Tested For Coefllcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Funqus Resistance. 3 Years Outdoor Weathering And Its Having Passed These Tests Shal Be Oblained From Lnternationa /Governmenl Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case Lhe Certillcate Ls Obtained From Internalional Condition, It Should Also Be Obtained From Lndian Condition Within 3 Years Of Launching Of Product By The Manufacture In Abroad Alternalively, A Ce(Iilcate Conforming To Astm Specification (D 4956-09) On Artiflcial Accelerated Wealhering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Sltuation, The Employer/Cllent, If So Deslres Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cedillcate Meeling The Requirement Of Lhree Years Outdoor Weathering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo( Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpo.Tation, Installation And Incidentals All Complete As Per Direction Of The Engineer-In-Charge , Bollard (Single Sido) Supply & Fixing Of Bollard Made(Single Side) Out Of2mm Thick Aluminium Sheet Face Lo Be Covered With High Intensity Prismatic Grade Type Lv Sheeting , Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specillcation No-801.3.7 . Welded Poly Shaped To Make It Monolithic Pillar Size 12Oo Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Is Fully Cover (Size Of Foundation 0.45X0.45X0.60M) , Bollard (Doublo Side) Supply 8, Fixing Of Bollad Made (Double Side) Out Of 2Mm Thick Aluminium Sheet Face To Be Covered With High Intensity Prismatic Grade Iype Lv Sheeting Legends , Letters , Numerals And Borders Etc Should Be As Per Morih Specification No-801.3.7. Welded Poly Shaped To Make It Monolithic Pillar Size 1200 Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Ls Fully Cover. (Size Of Foundalion 0.45X0.45X0.60M) , Solar Power Road Marker (Solar Studs) The Solar Studs Shalt Be Made Of Aluminium Alloy And Poly Carbonate Material Which Shall Be Absolutely Weather Resistant And Strong Enough To Support A Load Of 13,635 Kg Tested In Accordance With Ast[4 D4280. Lts Co]Our May Be While . Red , Yellow , Green Or Blue Or Combination As Directed By The Engineer . Its Water Resislance Shall Meet Lhe Requiremenls Of Lp 65 In Accordance Wilh 15:12063:1987 Category 2 For Protection Againsl Water Ingress The Dimensions Of Solar Sluds Shall Not Be Less Than 100 Mm X 100 Mm X 10 Mm Ltshall Have Super Bright Leds So As To Provide Long Visibillty From A Distance Of More Than B0o M. Lts Flashing Rate Shall Not Be Less Than1 Hz Lts Should Be Able To Glve The Prescribed Performance In The Temperrature Range Of - 40C To +55C Lts Life Shall Be Not Less Than 3 Years. The Rate Shall Include All Materials, Labour, Equipments, Fabrication, Transportation, Erecuon, Installation And Incidentals All Complete As Per Direclion Of The Englneer-In-Charge , Cast-Ln-Situ Cement Concreto M 20 Kerb Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Plain Cement Concrete On M-10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid With Kerb Laying Machine, Foundation Concrete Tad Manually, Alt Complete As Per Clause 408. , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 90 Cm Equllateral Tringle With Dif,Lnitation Plate Size (20Cm X 60Cm , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Eqlrilateral Trinqle With Difflnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Circular With Difflnltation Plale (20Cm X 60Cm) . , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government B0 Mm X 60 Mm Reclangu annual repair With Difllnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Mm X 45 Mm Rectangular With Difllnitation Plale (2Ocm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm X 60 Cm Square With Difflnitation Plate (20Cm X 60Crn) , Direction And Place Identification Signs Up To 0.90 Sqm Size Board Providing And Erecting Directlon And Place Identification Retro Reflectorised S Gn As Per Irc-67 Made Of High Intensily G.Ade Sheeting The Relro Reflective Sheelng Shall Be Tested For A Certiicate Of Having The Sheeling Tested For Coefficient Of Reko Reflection. Daytime Colour And Luminance, Shrinkage, Flexibllity. Liner Removal Adhesion, Impacl Resislance, Specula. Gloss And Iungus Resistance, 3 Years Ouldoor Weathering And Its Having Passed These Tesls Shall Be Obtalned From Lnternational/Govemment Laboraiory/ Lnslitule By The Manufacturer Of The Sheeting And In Case The Certillcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condltion Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certiflcate Confonning To Ast[4 Specification (D4956 09) On Art Ficial Ccelerated Wealhering Requirements Faom A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer I Client, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Lhree Years Olrtdoor Weathering Of Lhe Sheeting As Per Irc 67 2012. Legends , Letters , Nurrerals And Borders Etc Should Be As Per Imorth Speciilcation No-801.3.7 Sheet Fixed Over Aluminium Sheetinq .2 Mm Thick Wilh Area Not Exceeding 0.9 Sqm.Supported On A Mild Steel Single Angle Iron Post 75X75x6 Mm Flrmly Fixed Lo The Ground By Rneans Of Property Designed Foundalion With N,4-15 Grade Cement Concrete 45X45x60 Cm.,Below Ground Lcvcl As Pcr Approvcd D.Awing. Complete. , Tree Plats Supply & Fixing Of Retro Reflective Tree Plate Having Size 15Cm X15cm, Conjisiing Type Xl Retro Reflective Sheeting Lixed Over 1.50 Mm Thick Aluminiu; Sh;Et Including Labour, Material T&P Etc For Proper Completion Of The Work. The Rate Shall Include All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 1000 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 750 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 500 Mm Helght , Aluminum-Backed Flexible Prismatic Sheeting Shall Be Made Of Yellow Colored Flexible Prismallc Sheeting With Non-Rnetallic Prismatc Lens Formed In A Lransparent, Synthelic Resin As Retro Leflective Elements. This Llexible Prlsmatic Sheeting Shall Have Black And Yellow Stripes With Aluminum Backed Flexible Prismatic Type Vl Sheeting Conforming To Astm: D4956 . Specifications And Standards Of Coefllcient Of Relro Refleclivity, Flexibility And Lmpact Resislance Applicable For Reboundable Devices This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Colour In A Continuous Roll Format. Wldlh Of Object Marker Shall Be 300 Mm. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer In-Charge , 2.40 M Span Over Head Cantilever Structure With 150 Die Ms One Vertical Post (Double Side Retro Reflective Sign Boards) Supply, Fixing & Eraction Of Built Up Cantilever Structure 240 M Span O.PiiIng Oi One Ve.Tical Posts Of 7 30 N4 Heighl Made Up Of 150 Mm Nb Medium Class T\4S Pipe As Vertical Memberwelded With 10 Mm Ms Plate At Top & Lo Mm Lvls Plate At Boltom. Flxing To Vertical Post As Per Structllre Design & Drawing Wiih One Of Steel Primer And Two Coats Of Synthetic Enamel Plant And The R;Tro Reflective Sheetinq Shall Be Tesled For A Certifcale Of Having The Sheeting Tested Fo. Coemcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Olltdoor Wealhering And Ils Having Passed These Lests Shall Be Obtained From Lnternational/Government Laboraiory/ Lnstitute By The Manufactllrer Of The Sheeting And In Case The Certificate Is Obtained From Internatlonal Condilion, It Should Also Be Obtained From Lndian Condition Wilhin 3 Years Of Launchlng Of Product By The Manufacture In Abroad. Alternatively, A Cedificate Confonning Io Astm Speciflcation (0 4956 09) On Artificial Accelerated Weathering Reqllirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. N Such A Sltuation, The Employer / Client, If So Desiaes. Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerllllcate Meeting The Requirement Of Three Years Outdoor Weathering Ol Lne Sheeling As Pel Irc 67 2012 . Legenos . ,Etters . Numerdls And Borders Elc Sholllo Be Asperl\,4Orlh Specif,Calion No_801 37 The Work Includes Construction Of Reinforced Cement Concrete Foundation Of Size 0.60X0.60X1.20 M Of Required Depth As Per Site Condilion For Built Up Struclure Lncluding Earth Work In Excavation 100 Mm Thick Lean Concrete Ln 1:3:6 Cemenl Coarse Sand And 40 Mm Gauge Stone Ballast. Reinforced Cement Concrete Lm25 Includlng Supply And Fixing Of 25 Mm Dla Foundalion Bolts 600 Mm Long As Per Provision Of Slructure Design Including Cost Ot Reinforcement & Shuttering. The Lateral Vertical Clearances And Complete. Lnstallation Work Shall Be As Per Relevant Clauses Of Mort&H Specitlcation Seclion 800 And Irc 67 2012 Complete In A I Respect The Rates Shall Inclucle Cosl Ol Design Fabrication, Supply, Lransporlalion, Local Shifling Erection Of Signage Slructure Using Crane, Incluslve Of All Taxes Etc All T&P Machine, Material And Labout Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 30X90 Cm (Lefrright) Object Hazard , Retro Rellectorisod Signs (Stajnless Steel Frame And Post With One Side Sings) Supply & Fixing Of Reflective Sign Board (Single Side) Of Size 1.50X1.20 M Retro Refleclive Sheeling Of Hip Grade Type-Lv, Lhe Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick, Acm Sheel Of Standard Make As Per Morth Specificaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Cm Cement Conclete Foundauon. The Stainless Steeljoint Welding Of Ss Pipe Work Shall Be Band And Grinder Property Including Bufflng So An To Give Uniiorm Shining At Weded Joinls. The Retro Reflective Sheellng Shall Be Lested For A Certiflcate Of Having Ihe Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Cololrr And Luminance, Shrinkage, Flexibility, Linet Removal, Adheslon, Impact Resistance, Specular Qloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Governmenl Laboratory/ Institute By Lhe Manufacturer Of The Sheeting And Ln Case The Cedillcate Is Obtained From Inlernational Condition, It Should Also Be Oblained From Lndian Condition Within 3 Years Of Launching Of Procluct By The Manufacture In Abroad Allernatively. A Certiflcate Confolrnlng To Astm Specilicalion (D 4956-09) On Artiflcial Acceleraled Weathenng Requirements From A Reputed Laboratory Ln Lndia Can Be Accepled Provislonally. Ln Slrch A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificale Meeting The Requirement Of Three Years Ouldoor Weathering Of The Sheeting As Per Irc 67I2012. Legends , Letters , Numerals And Borders Elc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Governmenl Repod Shall Be Uploaded While Quoting Tender. , Retro Reflectorised Signs (Stainless Steel Frame And Post With Both Side Sings) Slrpply & Fixing Of Reflecllve Sign Board (Sing E Side) Of Size 1.50X1.20 M Retro Reflective Sheeting Of Hip Grade Type-Lv, The Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick Acni Sheet Of Standard Make As Per Morth Speciilcaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Crn Cement Concrele Foundation The Stainless Steelioint Welding Of Ss Pipe Work Shallbe Band And Grinder Propefiy Including Butting So An To Give Uniform Shining At Weded Joints. The Relro Reflective Sheeting Sha I Be Tested For A Certificale Of Having The Sheeling Tested For Coefficient Of Retro Reflection Daytime Colour And Luminance, Shrinkage. Flexibiity, Llner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Reslstance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeling And Ln Case The Certiflcate Is Obtained Lrom Lnternational Condition, It Should Also Be Obtained From Lndian Condition Wlthin 3 Years Of Launching Of Product By The Manufacture In Abroad. Allernatively, A Cerlificate Conforming To Astm Specificalion (0 4956.09) On Artificial Accelerated Weathering Requlremenls From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificate Meeting The Requirement Of Three Years Outdoor Weather Ng Of The Sheeting As Per Irc 67I2012. Legends. Letters, Numerals And Borders Etc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Government Report Shall Be Uploaded Whlle Quoting Lender. , Type - A, W : Metal Beam Crash Barrier Providing And Erecting A W Metal Beam Crash Barrler Comprlsing Of 3 Mm Lhick Coffugated Sheet Melal Beam Ral 70 Cm Above Road/Ground Level Flxed On Ismc Series Channel Vertical Posl, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High. 1.1 M Below Grolnd/Road Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fltlings To Conform To Lsi1367 And 15:1364. Metal Beam Rail To Be Fixed On The Vedical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810 , Type - B, Thrie : Metal Beam Crash Barrier Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Melal Beam Rail,85 Cm Above Road/Ground Level, Fixed On Isi\Ic Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Cenlre To Cenke, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fittings To Conform Lo Lsl1367 And Ls:1364 Metal Beam Rail 10 Be Fixed On The Verlical Post With A Space Of Channel Seclion 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810 , Anti-Termite Treatment The Soil Along With External Perimeter Of Building At The Rate Of 2.5 Litres Of Emulsion Per Square Metre Of The Perimeter Wall {Chapter No.08 Si.No.5} , Anti-Termite Treatment Of The Bottom And Sides Of Excavation At The Rate Of 5Litres Of Emulsion Per Square Metre Of Surface Area {Chapter No.08 Si.No.1} , Anti-Termite Treatment Of The Top Surface Of Filled Earth At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface{Chapter No.08 Si.No.3} , Anti-Termite Treatment Of The Soil Under Plinth Protection At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface {Chapter No.08 Si.No.4} , Anti-Termite Treatment Of The Backfill In Contact With Foundation At The Rate Of 7.5 Litres Of Emulsion Per Square Metre Of Vertical Surface (Area Of The Sub Structure In Contact With Backfill To Be Measured) {Chapter No.08 Si.No.2} , Treatment Of Existing Masonry Using Chemical Emulsion @ One Litre Per Hole At 300 Mm Interval Including Drilling Holes At 45 Degree And Plugging Them With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To The Full Depth Of The Hole : With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration {Chapter No.08 Si.No.6-2.35.4.1} , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration {Chapter No.08 Si.No.6-2.35.3.1} , Providing And Stacking 22.40-53Mm Guage Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Etc All Complete.(Ns) , Supply And Laying Stone Dust Etc All Complete. , Consolidation/Compaction Of Stone Ballast 10Cm Thick (Loose) Coat Including Repairing Of Patches Picking Up To Old Surface Spreading, Ballast Making Medhies To Retain Water And Carriage Of Metal Upto 30M Carriage Of Water Upto 200M Maintenance Of Barriers And All Labour T&P Including Road Roller Charges Etc. Required For Proper Completion Of Work The Stone Ballast Is To Be Supplied To The Contractor Free Of Cost At Site. , Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4 {Chapter No.20 Si No.16} , Providing And Applying Primer Coat With Ss1 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. (As Per Attached Analysis) , Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , Providing & Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30Kg/Sqm. On The Prepared Primed Granular/Old Painted Surface. Cleaned With Air Compressor. Including All Taxes, Material, Labour, T&P Etc Required For Proper Completion Of The Work. (For Bituminous Surface). (Chapter No.20 Si No.9) , Providing And Laying Bituminous Concrete (Grading-Ii) With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Vg-30 As Per Approved Job Mix Formula Which Ever Is Higher Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification 5Th Revision Clause No. 509 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , S/L/J Of 20Mm Dia Pvc Cunduct Pipe Etc. All Complete. , Making Of Nala Bandha With Sand Bags. With Local Sand Including Etc. All Complete. (Atached Per Annalysis Rate). , Providing Of Nala Bandha For Diversion Of Nala Etc All Complete.(Ns) , Scraping Of Max Phalt Road Including Disposal Of All Scraped Material To A Distance Of 30Mtrs (100 Ft) As Directed By Engineer-In-Charge C.P. & T&P.Etc. All Complete. {Chapter No.20 Si No. 772(A)} , Dismentling Existing Damage Plaster Including Disposal Of Refuse As Directed By E/Ic With In A Distance Of 60 Meters Etc. All Complete. {Chapter No. 17 S.I. No.16 (706)} , Supply And Fixing Of Light Fitting Switch Board. (None Sheduled) , Fixing Of Gate, Grill And Jali Etc. All Complete. (None Scheduled) , Supply & Fixing Of Wiring Sub Main. , Supply & Fixing Of Plug Point 15Mm. , Supply And Fixing Oxided Iron Fitting Etc. All Complete (None Scheduled) , Supply/Fixing Of 16 Mm Pvc Pipe Adopter Suitable For Item No. , Supply/Fixing Of 20 Mm Cvc Pipe Adopter Suitable For Item No. , Supply & Fixing Of 27Watt. Cfl Etc. All Complete. , Supply And Fixing Cat Eye Including Supply Of All Material, Loabour, T&P Etc. All Complete. (Chapter No.28 Si.No.5B) , Supply And Fixing Wiring Of Light Point. (None Sheduled) , Making Connection Of Drain Of Sewer Line With Existing Man Hole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Cement Plastered On Both Side With Cement Mortar 1:3 Finished With A Floating Coat Of Neat Cement And Making Necessary Channels With Cement Concrete 1:2:4 For The Drain Etc. All Complete. (Chapter No.25 Si.No.9) , Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Of Size 20 Mm Nominal Size) Laid In One Layer Finished With A Floating Coat Of Neat Cement (40 Mm Thick Floor). (Si No. 665), Nbo 14.71) , Providing And Fixing Of Foot Steps Etc All Complete. (Ns) On Market Rate , Providlng And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Ls:8931.15 Mm Nominal Bore , Supply & Fixing Of C.P. Brass Stop Cock (Conceled) Of Standerd Design Of Approve Quality Etc. All Complete. (Chapter No.21 Si.No.44) , Providing And Fixing Close Timbering In Trenches On Both Side & All Complete. (A) 0.00 To 3.00 M. (None Scheduled) , Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Ls:8931..15 Mm Nominal Bore , Fixing Window Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Ls Standards And Weighing Not Less Than 690 Qms.15 Mm Nominal Bore , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 75Mm Diameter. (Chapter No.23 Si.No. 32(Ii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 110Mm Diameter. (Chapter No.23 Si.No. 32(Iii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 140Mm Diameter. (Chapter No.23 Si.No. 32(Iv)) , Rectangular Shape 1500X450 Mm Mirror With Plastic Moulded Frame. (Chapter No.22 Si.No.77) , Making Ornamental 2D Painting With Special Design Make By Specialist Painter Laying Of Two Coat Birla White Putty And Design By Asian Paint Including All Material Etc. All Complete. (Nn Approved) , Providing Of 8Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Fixing Door Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Supply And Fixing 6Mm (1/4) Thick Chine White Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar And Approved Coarse Sand Mortar Finished With White Cement Jointed And Polishing Complete Including Supply Of All Materials, Labor For Porper Completion Of The Work. (Chapter No.14 S.I. No. 628) , Supply & Fixing Of Pre-Cast M-30 Cement Concrete Grass Paver (Rubber Molded Coloured) Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30. (Tiles I Shape Decided By Engineer-In-Charge With Isi Mark) {Chapter No.20 Si.No.17F) , Repairing Of Leakage And Damege Pipe Line Etc All Complete.(Ns) , Lettering & Painting Of Wall Etc. All Complete. , Red Sand Stone Work For Wall Lining Etc. (Veneer Work) 30Mm Thick In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Camping Jointing In White Cemnet Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching Complete. (Chapter No.18 Si.No.1 New) , Providing And Fixing White Vitreous China Wash Basin Size 630X450mm With Pair Of 15Mm C.P. Brass Pillar Taps Including Etc. All Complete. (Chapter No.24 S.I. No. 3(A)) , Cleaning Of The Site For Workable Etc. All Complete. (Non Scheduled) , Providing Of 32Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 1200X600x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 600X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x100mm Etc All Complete. (As Per Market Rate) , Fixing Of Reinforced Cement Concrete Slab Etc All Complete. (Ns) , Raising & Re-Fixing Of Manhole Including All Material Labor T&P Etc. All Complete. (Non Scheduled) , Supply & Fixing Reinforced Cement Concrete Menhole Cover Heavy Duty Size Etc. All Complete. (Non Scheduled) , Providing Laying Spreeding And Compacting 45-90Mm Stone Agreegate For W.M.M. Specification Etc. All Complete. (None Scheduled) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing Of 3D Ornamental Wall Art Painting By Architect & Special Painter Including Scrapping Of Wall And Two Coat White Putting White Putty One Coat Primer All Labour Scaffolding Work & Labour T&P Etc. Painting By Asian Special Paint Etc. All Complete. (Rate Mr As Smart City, Agra) , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam (22.40-53Mm) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel/ Vibratory Roller In Stages 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 To The Required Density. , Providing & Laying 5Cm. Thick B.M. Laying By Paver Finisher Bitumen Of The @3.4%Kg By Weight And Stone Grit Etc. All Complete. (20-Chapter Analysis Rate) , Providing & Laying 2.5Cm. Thick S.D.B.C. Laying By Paver Finisher Bitumen Of The 5% By Weight Etc. All Complete. (20-Chapter Analysis Rate) , Supply & Fixing M/S Iron Work Display Board Including Painting, Lettering Etc. All Complete. (None Schedule) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.4A) , Supply And Fixing Of Precast Reinforced Reinforced Cement Concrete Benches (Pfrc) Ornamental Benches With 02 Year Warranty Etc All Complete. (None Scheduled) , S/L/F Supply Of 1000Mm Dia Np-3 Reinforced Cement Concrete Hume Pipe In Proper Position As Directed By E/I Including Catage Of Pipes Collars Upto 30M Distance Etc All Complete. (Chapter No.1 Si.No.31(E) ) , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 In Reinforced Cement Concrete Slab Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centring And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. (5-Chapter S.I. No.-284) , Supply & Fixing Granite Stone Work Display Board (Size 2.50Ft X 4.00Ft) Including Painting, Lettering Etc. All Complete. (None Schedule) , Installation Of 1.50 H.P. Isi Marked Sumbercible Pump Etc All Complete. (Attache As Per Santion Annalysis) , Cost Of Septik Tank Attache As Per Estimate & Details. , Plain Glass Best Quality, Cut To Size 5Mm Thick , Providing And Fixing Designer Dustbin (Market As Per Catlog Code No. Db-03). , Supply Of Planting Of Trees Amaltas, Jaarul, Arjun Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 110Mm Is:4984:2016 (As Per Market Rate) , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 160Mm Is:4984:2016 (As Per Market Rate) , Supply & Fixing Of Pre-Cast Reinforced Cement Concrete Drain Cover Different Size Etc All Complete. , Supply And Sowing Of Grass In Park Including One Year Mantinance Etc. All Complete. (None Scheduled) , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 8 Km Lead Complete (Earth Measure Dinstacks Will Be Reduced By 20% For Payment) .(Dar 2020 Hort-Basic Rates 2.2) Based , Supply And Fixing Of Light, Fitting Switch Board. (None Sheduled) , Supply And Fixing Of Chest Press Double. , Supply And Fixing Of Leg Press Double. , Supply And Fixing Of Triple Twister. , Supply And Fixing Of Shoulder Builder Double. , Supply And Fixing Of Air Walker. , Supply And Fixing Of Doublebar. , Supply And Fixing Of Rower. , Supply And Fixing Of Horse Rider. , Supply And Fixing Of Plastic Side With Iron Ladder 12 Feet Length. , Supply And Fixing Of See Saw Double Board Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Sliding With Swing Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Slide Ground Level Mgr Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Snack Climber Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Slide Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Nursery Combo Set Revolving Jhoola Etc All Complete. (None Scheduled) , Providing And Fixing Of Stainless Steel Water Cooler 4 Tap Etc. All Complete. (None Schedule) , Supply And Fixing Bansi Paharpur (Red/White) Bharra Sand Stone Fully Moulded, Engraved, Carved With Polishing And Dressing Including Clamp And Fashners Of Pillar Set With All Complete Work Etc. (None Schedule) , Supply & Fixing Of Rubber Moulded Cement Concrete Kerb Stone (Double Tapper) M-20 With Labour T&P Etc All Complete. , Supply And Installation And Jointing Of 500Mmx500mm Epdm Rubber Mat Flooring Of Thickness 24Mm Puling All Labour Material T&P Etc. All Complete (Rate As Per Jhs Jscl Mr). , Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm/230Mm/300Mm Thick Aac Blocks In Super Structure Above Plinth Level Up T Floor Five Level With Reinforced Cement Concrete Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge (The Payment Of Reinforced Cement Concrete Band And Reinforcement Shall Be Made For Separately). , Providing And Fixing Of Barricading Of 100Mm Average Ballies With In A Distance Of 1.50 Meter For 3 Rows Of 3Q. 3 Nosof Cross Ballies, Two Supporting Ballies Of 3 Meter Ballies And 2 Nos Perpendicular Ballies Tie With Moonj Rope Including Supply Of All Material Such As Ballies Rope T&P Required For Proper Completion Of Work And Also Including Labour Component (Material Will Be Property Of Contractor After Dismantling). , Providing & Fixing Of Green/White Shade Multipurpose Net/Cotton Cloth Proper Completion Of Work Etc All Complete. (Ns) , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Supply And Fixing Of Ward Up Big As Per Attach Photograph & Analysis. , Supply And Fixing Of Ward Up Small As Per Attach Photograph & Analysis. , Supply And Fixing And Installation Of See Saw Double Board Jhoola Isi Marked As Per Direction Of Engineer-In-Charge Etc. All Complete As Per Attach Photograph & Analysis. , Supply And Fixing Of Cast Iron Banches As Per Attach Photograph And Analysis And Direction Of Engineer-Incharge Etc. All Complete. , Complete De-Silting And Cleaning Of All Types Of Sewer Lines By Using Super Suction Machine And Taking Out Of Cebris/Silt Etc Including Safe Disposal Of Silt As Directed By The Deptt. Including Cost Of All Consumble Likes Disel Oil, Water Ret Provision Of Diversion Of Line If Required With The Help Of Sewage Pumps, Poser Backup From Gene Sets For Running Of Pumps. Night Lighting Etc Barricades Display Of Entire Operation Along With Sadequate Safely Equipments Must Be Used By Sewer Workers Size Fo Sewer Line To Be Desilted As Detail Above 1000Mm Dia. , providing and laying Gsb With Graded Stone Ballast With Stone Grit Size Stone Ballast With Hand Ramming Watering Including All Material Labor T&P Etc.All Complete (Ns) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing & Laying Of Polythene Etc. All Complete. , Supply & Fixing Of Factory Wired Intergal Led Flood Light Luminaries With Die Cast Aluminum Housing Built With Driver Set Suitable For 140W. To 150W. Confirming To Ip 65 Protection Complete In All Respect. Cat Aaa ( S.I No. 1454 Pwd Schedule 2018) , Providing, Laying, Spreading And Compacting Stone Aggregates 45-63Mm Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Ro Ling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screen Ing/Bindin G Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. (Labour , A Pre-Laminated Sheet, Often Referred To As A Prelam Sheet, Is An Engineered Myka Wood Work Product Where A Decorative Layer, Like Laminate Or Veneer, Is Pre-Attached To A Core Material Like Particleboard Or Mdf. These Sheets Offer A Durable And Aesthetically Pleasing Surface For Furniture, Interior Design, And Construction.(None Scheduled) , Same Is Ltme No-1 & Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters (Over All Area Of Door Shutter To Be Measured) , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration (Chapter No.8 Sr.No.6.1) , Supply And Fixing Of Advertisement Sign Board Size 4X3 As Per Direction Of Engineer-In-Charge Etc. All Complete , Supply Of Planting Of Trees Washington Palm, Amaltas, Cycus Revoluta, Ficus Benjamina Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Providing Of Rain Water Harvesting Drawing And Analysis Etc. All Complete (Details Attached). , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Drilling Of 200Mm Dia T/W Bore Suitable For 110Mm Dia Pipe All Complete With Labour T/P As Per Direction Of Engineer-In-Charge. , Suppply And Lowering Of 110Mm Dia 6 Kg/Cm2 Pvc Pipe (Phenolex Or Apb By E/I) All Complete. (Isi Marked Only) , Supply And Pouring Of Pea Gravel Suitable For T/W Bore All Complete. As Per Direction Of E/I (If Required) , S/L Of 1.50 H.P. Submersible Pump Set 65 Mt Head. (Pluga, Crompton, Ksb Etc.) I.S.I. Marked Etc All Complte. (Water Filled Only) , Supply & Fixing Of 100Mm Pvc Pipe Adopter Suitable For Item No.2 , S/L Of 1.50 H.P. Submersible Motor Controlled Starter Pannel All Complete. Crompton Make. (I.S.I. Marked Only) , Supply/Fixing Of 25Mm Gate Valve All Complete. Approved Make. , Supply/Fixing 4Sq.Mm 3 Core Copper Cable All Complete. , S/L Of 40Mm Dia Red Screen Ashirbad Pvc Pipe All Complete. , Supply/Fixing Of M.S. Clamp Made With 65X6mm X600mm Long M.S. Streep Suitable For 110Mm Dia Pvc Pipe For Holding All Complete. , Supply/Fixing Of 40Mm Dia G.I. Pipe B-Class Complete With Labour Charge. (Including All G.I. Fitting) , Supply & Fixing Of 25Mm Cpvc Etc. All Complete. , Development Of Bore Till The Discharge Is Free From Turbidity Of Compression Including Labour, Required For Proper Completion Of Work. , Supply And Fixing Of Precast Readymade Boundry Wall Hieght 8 Feet Etc All Complete. (As Market Rate) , Useable Brick (A) Class M-L50 , Useable Brick (B) Class M-100 , Useable Brick(C ) Straiqht Over Brunt , (D) Tiles, Bull Nose Drip Course Brick , Brick Ballast (A) Brick Ballast 40Mm Qauge , Brick Ballast (B) Class-150 Brick Ballast 25Mm Gauge , Brick Ballast (C ) Brick - Bats Of O.B.B./150 Bb , Fiy Ash Brick (Specification/Strength Should Not Be Less Than Bricks - M-{50) 230Mmx1 10Mmx75mm , Aac Block Autoclaved Aerated Concrete Block (Aac Block) Conforming To Ls : 2185 - 2005 (Part-3) Including Loading, Cartage Upto Site, Unloading, Stacking And Including All Levies And Royalties If Any But Excludinq G.S.T , Stone Ballast (Khera Thakur Quarry Bharatpur Rajsthan) 45-90 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 45-63 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 22.4-53 Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 20Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 19Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) Crushed Stone Dust 2.36Mm & Below , Stone Dust , 13.20Mm Guage , 11.20Mm Guage , 6.7Mm Guage And Below , Stone Boulder (From Khera Thakur Quarry) (A) 25-40 Kq , Stone Boulder (From Khera Thakur Quarry) (B) 40-60 Kq , Stone Boulder (From Khera Thakur Quarry) (C) Stone Bricks Dressed , Grit {District Gwalior(Mp) Quarry}(Berja,Chandrapura, Turak Pura,Parsen,Sumerpada Padampur Kheria, Bhileti & Bilara) District Bhind (M.P.)(Pali, Dirman & Piparsana) , (A) 45-63 Mm Guage Stone Ballast. , (B) 22.4-53 Mm Guage Stone Ballast. , (C) 20-40 Mm Guage Stone Ballast. , (D) 20 Mm Guage Stone Ballast. , (E) 19 Mm Guage Stone Ballast. , (F) 16 Mm Guage Stone Ballast. , (G) 13.20 Mm Guage Stone Ballast. , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured Rubber Moulded , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 (Plain) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 16 X6 (Designer) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 18 X6 , Coarse Sand (Excluding Actual Bulkaqe) , Fine Sand (Excludinq Actual Bulkaqe) , (L) Local Sand , Cement (L) Portland Cement (J.P., A.C.C., Birla, J.K.) O.P.C , Cement (Ll) Cement (P.P.C.) , Cement (Lll) White Cement (J.K. Or Birla Brand) , Green Net(Chapter- 1 Sl.No 44) , Tractor Trolley With Driver Including P.O.L. (Chapter-2 Sl.No 25)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 142
Uttar Pradesh View Result →
7.
Housing Urban and Rular Development #11238768 Technical Bid
Tender For (Batch-1) Package No.Kr 07-73 Kothanallore Onamthuruth Anamala Kurumallore Munduvelippady Parayamakkil Karady Road Ettumanoor Block Kottayam District Including Maintenance For Five Years After Construction (Balance Work).- Sl. No. Item Description 1 Kothanallore Onamthuruth Anamala Kurumallore Munduvelippady Parayamakkil Karady Road (3.5880 Km) 2 Clearing & Grubbing 3 Clearing Grass And Removal Of Rubbish - Clearing Grass And Removal Of Rubbish Upto A Distance Of 30M Outside The Priphery Of The Area As Per Technical Specification Clause 200.1 4 Pavement Components 5 3.2 Scarifying Existing Bituminous Surface To A Depth Of 150Mm - By Mechanical Means - Scarifying The Existing Bituminous Surafce To A Depth Of L50Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000M As Per Technical Specification Clause 301.4.1 6 2.14.2.A Dismantling Flexible Pavements- Dismantling Of Flexible Pavements And Disposal Of Dismantled Material Upto A Lead Of L00M, Stacking Serviceable And Unserviceable Materials Seperately By Mechanical Means As Per Technical Specification Clause 202.3 - Bituminous Courses 7 2.5.2.B Dismantling Of Structures- Dismantling Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structures Comprising Of Masonry‘, Cement Concrete, Woodwork, Steelwork, Including T&P And Scaffolding Ivhereever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable And Stacking Serviceable Material With All Lift And Lead Of L000M As Per Technical Specification Clause 202.1 - Reinforced Cement Concrete (Rcc) -By Mechanical Means 8 3.5.3 Excavation In Soil Using Hydraulic Excavator And Tippers With Disposal Upto 1000M - Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Ot’ Lines, Grades And Cross Sections And Transporting To The Embankment Location With A Lift Upto L.5M And Lead Upto L000M As Per Technical Specification Clause 302.3 9 3.3 Construction Of Embankment With Material Obtained From Roadway Cutting - Construction Of Embankment With Approved Material Deposited At Site From Roadway Cutting And Excavation From Drain And Foundation Of Other Structures Graded And Compacted To Meet Requirement Of Table 300.1 And 300.2 As Per Technical Specification Clause 301.5 10 3.4 Mod Construction Of Embankment With Material Obtained From Private Land. Borrow Pits - Construction Of’ Embankment With Approved Material Deposited At Site From Borrow Pits With A Lift Upto L .5M. Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300.1 And 300.2 As Per Technical Specification Clause 301.5 (ContractorS Own Earth) 11 4.1.A.1 Granular Sub-Base With Well Graded Material (Table 400.1)-By Mix In Place Method- For Grading I Material - Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface Mixing By Mix In Place Method With Rotovator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density As Per Technical Specification Clause 401 12 4.1.A.1 Modified Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotovator At Omc, And Compacting With Smoothwheel Roller To Achieve The Desired Density As Per Technical Specification Clause 401 - Using Departmental Material 13 4.9 Wet Mix Macadam -Providing, Laying, Spreading And Compacting Stone Aggregates Of Specified Sizes To Wet Mix Macadam At Omc In Mechanical Mixer (Pug Mill), Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Thickness In Sub-Base / Base Course On A Well Prepared Sub-Base And Compacting With Smooth Three Wheel 80-100 Kn Static Roller To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion Etc As Per Table 400. 11 & 400.12 And As Per Technical Specification Clause 406 14 Bituminous Works 15 5.1.1 Pb - Prime Coat - Low Porosity- Providing And Applying Primer Coat With Bitumen Emulsion (Packed Ss- I ) On The Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At A Rate Of 0.70 - 1.00 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 16 5.2.3.Pb - Tack Coat - Providing And Applying Tack Coat With Bitumen Emulsion (Packed Rs-1) Using Emulsion Distributor At A Ate Of 0.25 - 0.30 Kg/Sqm On The Prepared Granular Surface Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 17 5.3 Bituminous Macadam - Providing And Laying Bituminous Macadam With Hot Mix Plant Using Crushed Aggregates Ot Grading As Per Table 500.4 Premixed With Bituminous Binder, Transported To Site Upto A Lead Of 1000 M Laid Over A Previously Prepared Surface With Payer Finisher To The Required Grade, Level And Alignment And Rolled To Achieve The Desired Compaction As Per Technical Specification Clause 504 Using Bitumen S-65 Bulk 18 5.2.1 Pb - Tack Coat - Providing And Applying Tack Coat With Bitumen Emulsion (Packed Rs-1) Using Emulsion Distributor At A Rate Of 0.20 - 0.25 Kg/Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 19 Od 5.6.2.A Bituminous Concrete - Providing And Laying Bituminous Concrete With 80-100 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder(S-65) 5.4 Per Cent Of Miv And Filler-, Transporting The Hot Mix To Work Site. Laying With A Hydrostatic Paves Finisher With Sensor Control To The Required Grade, Level And Alignment, Roiling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 507 Complete In All Respects Grading - 11 (13.2 Mm Nominal Size) Using Bulk Bitumen S-65 20 Cdworks 21 13.1.2 Rcc Grade M 25 - Providing And Laying Reinforced Cement Concrete In Superstructure Complete As Per Drawings And Technical Specifications Clause 800, 1205.4 And 1205.5 -Upto 5.00Mtr Height 22 13.3 Supplying, Fitting And Placing Tmt Bar Reinforcement In Superstructure - Complete As Per Drawings And Technical Specifications Clauses 1002, 1010 And 1202 23 Drain Works 24 I 1.4.1.1 Pcc Grade M 10 - Providing Concrete For Plain/Reintorced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203- Nominal Mix 1:3:6 25 11.4.3.1 Modified Pcc Grade M 20 - Providing Concrete For Plain/Reinforced Concrete For Wearing Coat Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203- Nominal Mix 1:2:4 Without 40 Mm Broken Stone And Formwork 26 12.5.5 Rcc Grade M 20 - Providing Concrete For Plain /Reintorced Concrete In Substructure As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 For Height Upto 5 M 27 12.7 Supplying, Fitting And Placing Tmt Bar Reinforcement In Substructure Complete As Per Drawings And Technicalspecitications Clauses 1002, 1010 And 1202 28 Cc Pavements For Chappath 29 4.1.A.1 Granular Sub-Base With Well Graded Material (Table 400.1)-By Mix In Place Method- For Grading I Material - Construction Of Granular Sub-Base By Providing Well Gmded Material, Spreading In Uniform Lnyers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotovator At Omc. And Compacting With Smooth Wheel Roller To Achieve The Desired Density As Per Technical Specification Clause 401 30 6.4 Cement Concrete Pavement - Construction Of Un-Reinforced Dowel Jointed At Expansion And Construction Joint Only,Plain Cement Concrete Pavement,Thickness As Per Design,Over A Prepared Sub Base,With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M 30 (Grade),Coarse And Fine Aggregates Conforming To Is383,Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm,Mixed In A Concrete Mixer Of Not Less Than 0.2Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design,Laid In Approved Fixed Side Formwork Spieading The Concrete With Showels,Rakes,Compacted Using Needle, Screed, And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion ,Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge /Culvert And Construction Joints, Admixtures As Approved,Curing Of Concrete Slabs For 14 Days,Using Curing Compound And Water Finishing To Lines And Grade As Per Drawing And Technicalspecifications Clause 1501 31 Traffic Signs, Markings And Other Appurtenances 32 10.16 Providing And Fixing Logo Of Pmgsy Project - Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Wijl Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm. 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both S.Des. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 33 10.16 Providing Aad Fixing Typical Pmgsy Citizens Information Board As Per Mord Specifications And Drawings- Two Vertical 76.1 Mm Outer Diameter Ms Sheet Tube Posts Of 3.60Mm Thickness (Medium Class) Duly Embedded In Cement Concrete M-15 Grade Blocks Of 600Mm X 600Mm X750Mm, 600Mm Below Ground Level With Two Horizontalm S Sheet Tubes Of L000Mm Length To Make The Frame Of Board. Four Horizontals And Two Verticals With M S Sheet Rectamngular Tube 50X25X2Mm To Make The Frame To Fix The Board As Per Drawing, Two M S Sheet 2.00 Mm Thick Boards Of Size 900X750Mm Strengthened By 25Mmx5Nim Ms Flat Iron Including Painting With Stove Enameled Paint On Both Sides As Per Mord Specifications. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 34 10.16 Od Providing And Fixing Typical Pmgsy Maintenance Information Board As Per Mord Specifications And Drawings- Two Vertical 76.1Mm Outer Diameter Ms Sheet Tube Posts Of 3.60Mm Thickness (Medium Class) Duly Embedded In Cement Concrete M-15 Grade Blocks Of 600Mm X 600Mm X750Mm, 600Mm Below Ground Level With Two Horizontalm S Sheet Tubes Of L000Mm Length To Make The Frame Of Board. Four Horizontals And Two Verticals With M S Sheet Rectamngular Tube 50X25X2Mm To Make The Frame To Fix The Board As Per Drawing, Two M S Sheef 2.00 Mm Thick Board Of Size 900X L500Mm Strengthened By 25Mmx5Mm Ms Flat Iron Including Painting With Stove Enameled Paint On Both Sides As Per Hiord Specifications. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 35 10.16.01. Providing And Tixing Of Retro-Reflectorised Logo Board At Different Locations Of Road Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 1701- 600Mm X 600Mm Size Logo And Sign Board Of 1100X300Mm 36 10.2A.2.1 Retro-Reflective Traffic Signs - Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause I 701.2.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450Rnm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per DiAivings And Technical Specitication Clause 1 70 I - 900Mm Equilateral Triangle Board 37 10.2A.2.3Traffic Signs- Retro-Reflective Traffic Signs - Providing And Fixing Of Retro-Refjectorised Cautionary, Mandatory And Informatory Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Tixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 1701- 600Mm Circular Board 38 10 A 2.5Traffic Signs- Retro-Reflective Traffic Signs - Providing And T“Ixing Of Retro-Reflectorised Cautionary. Mandatory And Informatory Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, |1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 1701- 600Mm X 450Mm Rectangular Board 39 10.3.A.2 Traffic Signs- Direction And Place Identification Sign Upto 0.90 Sqm Size Board - Retro - Reflective Traffic Signs - Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 2 Mm Thick With Area Not Exceeding 0.9 Sqm Supported On 2 Inch Dia Gi Pipe Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 X 450 X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Tehnieal Specification Clause 1701. 40 Od. 10.2.A Morth Traffic Signs- Retro-Reflective Singie Chevron Of 50Cm X 60Cm Size - Providing And Fixing Of Retro-Reflectorised Single Chevron Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 1701 41 Od. 10.1 Morth Traffic Signs- Retro-Reflective Object Hazard Marker Of 300Mm X 900Mm Size - Providing And Fixing Of Retro- Reflectorised Object Hazard Marker Sign Asper Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On Gi Pipe 50 Mm Dia Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 300Mm X 300Mm X 450 Mm, 450 Mm Below Ground Level As Per DrawIngs And Technical Specification Clause 1701 42 10.10.2Kilometre Stone- Reinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Taxing In Position Including Painting And Priming Etc.As Per Drawing And Technical Specification Clause 1703 Ordinary Kilometre Stone (Pre-Cast) 43 10.10.3Kilometre Stone- Reinforced Cement Concrete M15 Grade Kilometre Stone / Local Stone Of Standard Design As Per Irc:8 Fixing In Positjon Including Painting And Priming Etc.As Per Drawing And Technical Specification Clause 1703 200M Stone (Pre-Cast) 44 10.1.2 Printing New Letters And Figures Of Any Shade - Printing New Letter And Figures Of Any Shade With Synthetic Enamel Paint Black Or Any Other Approved Colour To Give A Even Shade As Per Drawings And Technical Specifications Clause 1701- English And Roman 45 Total Construction Cost 46 Traffic Signs, Markings And Other Appurtenances 47 Maintenance For First Year After Completion 48 Maintenance For Second Year After Completion 49 Maintenance For Third Year After Completion 50 Maintenance For Fourth Year After Completion 51 Maintenance For Fifth Year After Completion 52 Total Maintenance Cost Please Enable Macros To View Boq Information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Kerala View Result →
8.
Housing Urban and Rular Development #11223859 AOC
Tender for Excavation For Roadway In Soil By Mechanical Means Including Cutting And Pushing The Earth To Site Of Embankment Upto A Distacnce Of 100 M. Including Trimming Bottom And Side Slopes In Accordance With Requirements Of Lines, Grades And Cross-Section. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Construciton Of Embankment With Apporved Material Obtained From Borrow Pis With A Lift Upto 1.5M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Reqirement Of Tables 300.1 And 300.2 With A Lead Upto 100 As Per Technical Specification Clause 301.5. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Construciton Of Subgrade And Earthen Shouldres With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Tranporting To Site, Spreading, Grading To Required Slpoe And Compacted Meet Requirement Of Table 300.2 With Lead Upto 100M As Per Technical Specification Clause 303.1. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface., Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, As Per Mord Specification 401. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing,Laying And Spreading Material On A Prepared Sub Cement @ 4% By Weight To The Spread Material Manually, Mixing In Place With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And Form A Layer Of Base. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Brick Lining On Both Side Of The Road Of M-150 Bricks 7 Cm. Wide. 11 Cm. Deep, Laid With Mud Mortar Including Labour & Supply Of Bricks Finished To The Required Template And In Proper Alignment And Also Including Dressing And Ramming The Excavated Earth As Directed By The Engineer-In-Charge. Sor No. Ch-4, Si.No-4. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Applying Tack Coat With Bitumen Vg-10 Grade Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Granular Surface Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Laying And Rolling Of Open Graded Premix Carpet By Manual Means Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Agregates Using V.G.-10 Grade Bitumen Bitumen To Required Line Grade And Level To Serve As Wearing Course On Previously Prepared Base By Manual Mord Specific Ations 508 (Excluding Cost Of Labour Cess & Gst). Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Laying Seal Coat By Manual Means With 80/100 Grade Bitumen Sealing The Voids In Bitumens Surface Laid To The Specified Levels Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 (Excluding Cost Of Labour Cess & Gst). Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. Dsr 2023 Si. No. 2.6.1 Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering All Work Up To Plinth Level: 1:3:6 (1 Cement: 3 Coarse Sand (Zone-Iii) Derived From Natural Sources: 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Dsr 2023 Si.No. 4.1.5 Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level: 1:1.5:3 (1 Cement: 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources: 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Dsr 2023 Si.No. 5.1.2. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Supplying, Fitting And Placing Tmt Bar Reinforcement (Fe 415) In Sub-Structure Complete As Per Drawing And Technical Specifications. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Construction Of 350 Mm Dia Np-3 Hume Pipe Culvert. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Fixing Of Km. Stone And Fixing Of Hecto Meter Stone. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Erecting Direction And Place Identification Retro-Reflectiorised Sign As Per Irc-67 Made Of High Intensity Grade Sheeting The Retro- Reflecive Sheeting Type-Iv Shall Be Tested For 3 Year Outdoor Weathering Test In Indian Conditions As Per Irc 67-2012 & Proof Of The Same In Form Of Government Report Shall Be Uploaded While Quoting Tender Vide Mor&Th Clause 801.3 Fixed Over Aluminium Sheeting 2Mm Thick With Area Exceeding 0.9 Sqm Supported On A Miled Steel Single Angle Iron Post 75X75x6 Mm Firmly Fixed To The Ground By Means Of Property Designed Foundation With M-15 Grade Cement Concrete 45X45x60 Cm Below Ground Level As Per Approved Drawing Complete, As Per Direction E-In-Charge Note: The Composite Warranty Jointly Signed By Original Manufacturer & Authorized Converter Of At Least 7 Years Shall Be Furnished On Non Judicial Stamp Of Required Denomination Both For Retro Reflective Sheet And Also Complete Signage. New Item No Add Iind Post @700. , Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge
Contract Date: Jun 12, 2026 Contract Value : ₹ 45.71 Lakh
Government Departments No of Bidders 4
Uttar Pradesh View Result →
9.
Housing Urban and Rular Development #11176238 AOC
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.65 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 , Providing And Applying Tack Coat With Bitumen (Vg-10) Using Bitumen Distributor At The Rate Of 0.35 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C, As Per Technical Specification Clause 510 , Edging With Straight Over Burnt Bricks, Laid Dry Lengthwise Including Excavation, Refilling, Consolidation, With A Hand Packing And Spreding Nearly Surplus Earth Within A Lead Of 50 Metres. , Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 (M-15) , Plastering With Cement Mortar (1:4), 15 Mm Thick On Brickwork In Substructure As Per Technical Specification Clauses 613.4 & 1204 , Brick Masonry Work In Cement Mortar In Foundation Complete Excluding Pointing And Plastering As Per Drawing And Technical Specifications Clauses 600, 1202 &Amp; 1203 Ii. Brick Masonry In 1:4 Cement Mortar , Pointing With Cement Mortar (1:3) On Brickwork As Per Technical Specification Clause Mord 613.3 , Providing Laying And Fixing Of 1000 Mm Dia Np-3 Class Spigot Hume Pipe , Maintainance Of Bituminous Surface Road And / Or Wbmroad Including Filling Of Pot Holes And Patch Repair Etc., Restoration Of Rain Cuts And Dressing Of Side Slopes / Beams, Making Up Of Beams /Shoulders, Maintenance Of Drains, Maintenance Of Guard Railand Parapets, Maintenance Of Road Sign, Speed Breakers, Standing Tree Adjacent To Road Wherever Required, Maintenance Of 200M (Hectometre Stone) And Kilometre Stones, Cutting Of Branches Of Trees, Shrubs And Trimming Of Grsss And Eeeds Etc., White Washing Of Parapets Including Cd Works, Painting Of Guard Stones And Re Fidding Of Displaced Guard Stones Etc. As Per Direction Of E/I For The Period Of Five Year From The Actual Compketion Of Work, (Excluding G.S.T.) (As Per Performance Index Annexure-1)Mentioned In Go No. 17/2024/Se-113/23-1- 2024-23-1099/ 113/2023 Dated 16-01-2024 & Encn Letter No. 3689/C-Oprmc/Mul-2023-24 Dated 17-02-2024 Maintainance Of First Year (@ 0.00 % , Maintenance Of Bituminous Surface Road And Gravel Or Wbm Road Including Filling Pot Holes And Patch Repair Etc. Restoration Of Rain Cuts And Dressing Of Side Slop / Berms, Making Up Of Berms / Shoulders. Maintenance Of Drain, Maintenance Of Culvert, Maintenance Of Guard Rails And Parapet. Maintenance Of Road Sign, Speed Breakers, Standing Tree At Adjacent To Road Wherever Required. Maintenance Of 200M Stone(Hectometer) And Kilometer Stones, Cutting Of Branches Of Trees, Shurb And Trimming Of Grass And Weeds Etc. White Washing Of Parapet Including Cd Work , Painting Of Guard Stones, Refixing Of Displaced Guard Stone (As Per Performance Index Anexure-1) Mentioned In Go No. 17/2024/Sa-113/23-1-2024-23-1099/ 113/23 Dated 16.01.2024 & Enc Latter No. 3689/C-Oprmc / Mul-2023-24 Dated 17.02.2024 Subjected To Approval From Govt. Maintenance Of 1St Year After Completion Of Work @ Zero % Of Total Cost Of Work Amount Maintenance Cost (Excluding All Taxes) For 2Nd Year @ 0.75% Cost Of Work. , Maintenance Of Bituminous Surface Road And Gravel Or Wbm Road Including Filling Pot Holes And Patch Repair Etc. Restoration Of Rain Cuts And Dressing Of Side Slop / Berms, Making Up Of Berms / Shoulders. Maintenance Of Drain, Maintenance Of Culvert, Maintenance Of Guard Rails And Parapet. Maintenance Of Road Sign, Speed Breakers, Standing Tree At Adjacent To Road Wherever Required. Maintenance Of 200M Stone(Hectometer) And Kilometer Stones, Cutting Of Branches Of Trees, Shurb And Trimming Of Grass And Weeds Etc. White Washing Of Parapet Including Cd Work , Painting Of Guard Stones, Refixing Of Displaced Guard Stone (As Per Performance Index Anexure-1) Mentioned In Go No. 17/2024/Sa-113/23-1-2024-23-1099/ 113/23 Dated 16.01.2024 & Enc Latter No. 3689/C-Oprmc / Mul-2023-24 Dated 17.02.2024 Subjected To Approval From Govt. Maintenance Of 1St Year After Completion Of Work @ Zero % Of Total Cost Of Work Amount Maintenance Cost (Excluding All Taxes) For 3Rd Year @ 1.5% Cost Of Work. , Maintenance Of Bituminous Surface Road And Gravel Or Wbm Road Including Filling Pot Holes And Patch Repair Etc. Restoration Of Rain Cuts And Dressing Of Side Slop / Berms, Making Up Of Berms / Shoulders. Maintenance Of Drain, Maintenance Of Culvert, Maintenance Of Guard Rails And Parapet. Maintenance Of Road Sign, Speed Breakers, Standing Tree At Adjacent To Road Wherever Required. Maintenance Of 200M Stone(Hectometer) And Kilometer Stones, Cutting Of Branches Of Trees, Shurb And Trimming Of Grass And Weeds Etc. White Washing Of Parapet Including Cd Work , Painting Of Guard Stones, Refixing Of Displaced Guard Stone (As Per Performance Index Anexure-1) Mentioned In Go No. 17/2024/Sa-113/23-1-2024-23-1099/ 113/23 Dated 16.01.2024 & Enc Latter No. 3689/C-Oprmc / Mul-2023-24 Dated 17.02.2024 Subjected To Approval From Govt. Maintenance Of 1St Year After Completion Of Work @ Zero % Of Total Cost Of Work Amount Maintenance Cost (Excluding All Taxes) For 4Th Year @ 2.25% Cost Of Work. , Maintenance Of Bituminous Surface Road And Gravel Or Wbm Road Including Filling Pot Holes And Patch Repair Etc. Restoration Of Rain Cuts And Dressing Of Side Slop / Berms, Making Up Of Berms / Shoulders. Maintenance Of Drain, Maintenance Of Culvert, Maintenance Of Guard Rails And Parapet. Maintenance Of Road Sign, Speed Breakers, Standing Tree At Adjacent To Road Wherever Required. Maintenance Of 200M Stone(Hectometer) And Kilometer Stones, Cutting Of Branches Of Trees, Shurb And Trimming Of Grass And Weeds Etc. White Washing Of Parapet Including Cd Work , Painting Of Guard Stones, Refixing Of Displaced Guard Stone (As Per Performance Index Anexure-1) Mentioned In Go No. 17/2024/Sa-113/23-1-2024-23-1099/ 113/23 Dated 16.01.2024 & Enc Latter No. 3689/C-Oprmc / Mul-2023-24 Dated 17.02.2024 Subjected To Approval From Govt. Maintenance Of 1St Year After Completion Of Work @ Zero % Of Total Cost Of Work Amount Maintenance Cost (Excluding All Taxes) For 5Th Year @ 3% Cost Of Work Of Total Work. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. , Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, As Per Mord 1500 Spec- 6.40. , Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 (M-15) , Sand Filling In Foundation Trenches As Per Drawing & Technical Specification , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 (M-25) , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 (Rcc-M 20) , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Providing And Laying Filter Material Underneath Pitching In Slopes Complete As Per Drawing And Technical Specification , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media Including Boulder Apron Laid Dry In Front Of Toe Of Embankment Complete As Per Drawing And Technical Specifications. As Per Morth Specification 15.4 & Clause 2504. , Plastering With Cement Mortar (1:4), 15 Mm Thick On Brickwork In Substructure As Per Technical Specification Clauses 613.4 & 1204 , Brick Masonry Work In Cement Mortar In Foundation Complete Excluding Pointing And Plastering As Per Drawing And Technical Specifications Clauses 600, 1202 &Amp; 1203 Ii. Brick Masonry In 1:4 Cement Mortar , Maintenance Of Concrete Surface Including Crack Sealing Spot Patching Including Restoration Of Rain Cuts And Dressing Of Side Slop / Berms, Making Up Of Berms / Shoulders. Maintenance Of Drain, Maintenance Of Culverts And Cause Ways, Maintenance Of Guard Rails And Parapet. Maintenance Of Road Sign, Speed Breakers, Standing Tree At Adjacent To Road Wherever Required. Maintenance Of 200M Stone (Hectometer) And Kilometer Stones, Cutting Of Branches Of Trees, Shurb And Trimming Of Grass And Weeds Etc. White Washing Of Parapet Including Cd Work, Painting Of Guard Stones, Refixing Of Displaced Guard Stone (As Per Performance Index Anexure-2) Mentioned In Go No. 17/2024/Sa-113/23-1-2024-23-1099/113/23 Dated- 16.01.2024 & Enc Letter No. 3689/C-Oprmc /Mul-2023-24 Dated 17.02.2024 Subjected To Approval From Govt. Maintenance Of 1St Year After Completion Of Work @ Zero %. , Maintenance Of Concrete Surface Including Crack Sealing Spot Patching Including Restoration Of Rain Cuts And Dressing Of Side Slop / Berms, Making Up Of Berms / Shoulders. Maintenance Of Drain, Maintenance Of Culverts And Cause Ways, Maintenance Of Guard Rails And Parapet. Maintenance Of Road Sign, Speed Breakers, Standing Tree At Adjacent To Road Wherever Required. Maintenance Of 200M Stone (Hectometer) And Kilometer Stones, Cutting Of Branches Of Trees, Shurb And Trimming Of Grass And Weeds Etc. White Washing Of Parapet Including Cd Work, Painting Of Guard Stones, Refixing Of Displaced Guard Stone (As Per Performance Index Anexure-2) Mentioned In Go No. 17/2024/Sa-113/23-1-2024-23-1099/113/23 Dated- 16.01.2024 & Enc Letter No. 3689/C-Oprmc /Mul-2023-24 Dated 17.02.2024 Subjected To Approval From Govt. Maintenance Cost (Excluding All Taxes) For 2Nd Year @ 0.25% Cost Of Work , Maintenance Of Concrete Surface Including Crack Sealing Spot Patching Including Restoration Of Rain Cuts And Dressing Of Side Slop / Berms, Making Up Of Berms / Shoulders. Maintenance Of Drain, Maintenance Of Culverts And Cause Ways, Maintenance Of Guard Rails And Parapet. Maintenance Of Road Sign, Speed Breakers, Standing Tree At Adjacent To Road Wherever Required. Maintenance Of 200M Stone (Hectometer) And Kilometer Stones, Cutting Of Branches Of Trees, Shurb And Trimming Of Grass And Weeds Etc. White Washing Of Parapet Including Cd Work, Painting Of Guard Stones, Refixing Of Displaced Guard Stone (As Per Performance Index Anexure-2) Mentioned In Go No. 17/2024/Sa-113/23-1-2024-23-1099/113/23 Dated- 16.01.2024 & Enc Letter No. 3689/C-Oprmc /Mul-2023-24 Dated 17.02.2024 Subjected To Approval From Govt. Maintenance Cost (Excluding All Taxes) For 3Rd Year @ 0.50% Cost Of Work , Maintenance Of Concrete Surface Including Crack Sealing Spot Patching Including Restoration Of Rain Cuts And Dressing Of Side Slop / Berms, Making Up Of Berms / Shoulders. Maintenance Of Drain, Maintenance Of Culverts And Cause Ways, Maintenance Of Guard Rails And Parapet. Maintenance Of Road Sign, Speed Breakers, Standing Tree At Adjacent To Road Wherever Required. Maintenance Of 200M Stone (Hectometer) And Kilometer Stones, Cutting Of Branches Of Trees, Shurb And Trimming Of Grass And Weeds Etc. White Washing Of Parapet Including Cd Work, Painting Of Guard Stones, Refixing Of Displaced Guard Stone (As Per Performance Index Anexure-2) Mentioned In Go No. 17/2024/Sa-113/23-1-2024-23-1099/113/23 Dated- 16.01.2024 & Enc Letter No. 3689/C-Oprmc /Mul-2023-24 Dated 17.02.2024 Subjected To Approval From Govt. Maintenance Cost (Excluding All Taxes) For 4Th Year @ 0.75% Cost Of Work. , Maintenance Of Concrete Surface Including Crack Sealing Spot Patching Including Restoration Of Rain Cuts And Dressing Of Side Slop / Berms, Making Up Of Berms / Shoulders. Maintenance Of Drain, Maintenance Of Culverts And Cause Ways, Maintenance Of Guard Rails And Parapet. Maintenance Of Road Sign, Speed Breakers, Standing Tree At Adjacent To Road Wherever Required. Maintenance Of 200M Stone (Hectometer) And Kilometer Stones, Cutting Of Branches Of Trees, Shurb And Trimming Of Grass And Weeds Etc. White Washing Of Parapet Including Cd Work, Painting Of Guard Stones, Refixing Of Displaced Guard Stone (As Per Performance Index Anexure-2) Mentioned In Go No. 17/2024/Sa-113/23-1-2024-23-1099/113/23 Dated- 16.01.2024 & Enc Letter No. 3689/C-Oprmc /Mul-2023-24 Dated 17.02.2024 Subjected To Approval From Govt. Maintenance Cost (Excluding All Taxes) For 5Th Year @ 1.00% Cost Of Work.
Contract Date: Jun 17, 2026 Contract Value : ₹ 1.58 Crore
Government Departments No of Bidders 6
Uttar Pradesh View Result →
10.
Public Administrative Department #11151078 AOC
Supply And Delivery Of Water Supply Materials And Jointing Of Pipeline Connections In Jammikunta Municipality Under 15Th Fc ( Tied Grant ) -2.7 Cutting C.C.Road Surface Including And Stacking Of Excavated Materials For Pipe Line Trench Work. As Directed By The Departmental Officers. 2.3 Cutting Of B.T Road Surface Including Stacking Of Excavated Materials For Pipe Line Trench Work. 308.87 In Ordinary Soils, By Mechanical Means Earthwork Excavation In All Kinds Of Soil For Pipe Line Trenches As Per Drawings And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material , Dressing Of Sides And Bottom As Per Technical Specification 304 Morth And As Directed By The Departmental Officer Including Protecting The Existing Utility Services Wherever It Is Possible During The Execution And Taking All Precautionary Measures In The Restricted Areas For Laying Sewer / Water Lines Including Divertion Of Traffic And Backfilling In Trenches With Excavated Suitable Material And Disposal Of Remaining Earth Upto A Lead Of 50 M, Including All Incidental And Operational Charges Etc., Complete For Pipe Lines By Mechanicall Means. 23.76 Hard Rock ( Blasting Prohibited ) -Up To 3.00Mts. Below Gl: Excavation In Hard Rock In Habitant Areas Where Conventional Blasting Can Not Be Done For Pipe Line Trenches As Per Drawings And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material , Dressing Of Sides And Bottom As Per Technical Specification 305 Mord / 304 Morth And As Directed By The Departmental Officer Including Protecting The Existing Utility Services Wherever It Is Possible During The Execution And Taking All Precautionary Measures In The Restricted Areas For Laying Sewer / Water Pipe Lines Including Divertion Of Traffic And Disposal Of Rock Upto A Lead Of 50 M, Including All Incidental And Operational Charges Etc., Complete 118.80 Manual Means : Earthwork Excavation For Pipelines In All Types Of Soil As Per Drawing And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth. For Pipelines By Manual Means. 23.76 Manual Means : Earthwork Excavation For Structures In All Types Of Soil As Per Drawing And Technical Specifications Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth. For Sumps, Thrust Blocks, Chambers And Man Holes Etc. By Manual Means. 216.00 Phe-Bhlw-26 : Barricading, Hoarding, Lighting And Watching Etc., For Water Supply And Sewerage Works For Trenches Of Depths Upto 6’-0” ( 2 Meter ) Below G.L 64.80 Bld-Cstn-2-8 ( 16 ) : Collection , Supply And Filling Of Hbg 2.36 Mm And Below From Approved Quarry To Work Site And Stacking At Work Site To Dept. Gauge For Premeasurements Including Cost And Convenyance Of All Material And All Labour Charges Etc. Complete As Per Standard Specifications. Clause 305.3.9 Mord & 304 Morth 720.00 Manufacture, Supply, & Delivery Of Polyethylene Pipes ( Pe-100 Grade ) For Water Supply Conforming To Is 4984-2016 Including Transportation To Any Where In T.G, But Excluding Gst And Specials Etc., Complete. ( Supply Upto 90 Mm Dia In Coil & Above 90 Mm Dia Stright Length In6 M. ) 110Mm Dia 720.00 Phe-Lcis-1: Laying And Jointing Of Hdpe Pipes In Ready Made Trench By Butt Fusion Welding As Per Is:7634 – Part-Ii / 1975 As Amended From Time To Time To The Alignment And Gradient And Testing The Pipeline To The Required Measure But Excluding Cost And Conveyance Of Pipes From Source Of Supply ( Ref To Specifications. Bis No.3114 / 1994 ) 110Mm Dia 1 Manufacture, Supply, & Delivery Of Hdpe Fittings Conforming To Is 4984 - 1995 Including Transportation To Work Spot, Stacking But Excluding Taxes And Duties.Etc.Complete 1 Bends For 1 110 Mm 1 End Caps For 3 110 Mm 1 Tees For 2 Od 110 Mm 1 Ms Flanges 6 110Mm 14 160Mm 2 200Mm 1 Reducers For 4 Od 140 Mm X 160 Mm 4 Od 110 Mm X 125 Mm 1 Electro Fusion Couplers 4 Ef Coupler D110mm Pe 100Bk 4Pin 1 Manufacture, Supply And Delivery Of Di D / F Gate Valves ( Soft Seated ) Resilient Seated Soft Sealing Gate Valves ( Sluice Valves ) With Body Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Sg- 400 / 15 Or Ggg-50 / Sg-500 / 7 Or Equivalent Grade As Per I.S.3896-Part2-1985 And Subsequent Revisions, Wedge Fully Rubber Lined With Epdm Food Grade Quality And Seals Of Nbr And The Valves Should Be Of Vacuum Tight And 100% Leak Proof With Face To Face Dimensions As Per Bs5163-89 / Is14846-2000 / Din 3202 F 4. All The Valves Should Be With Electrostatic Powder Coating Both Inside And Outside Pocket Less Body Passage. Drilled As Per Is:1538. Including Transportation To The Site For Complete Item Of Work. 100Mm Dia Sluice Valves ( Including Scour Valves ) Di. D / F Sluice Valves Of Pn.10 Class 7 100Mm Dia Sluice Valves ( Including Scour Valves ) 2 150Mm Dia Sluice Valves ( Including Scour Valves ) 6 200Mm Dia Sluice Valves ( Including Scour Valves ) 1 Phe-Cisv-15 : Lowering, Keeping In Position And Fixing C.I. Sluice Valves ( With Cap / With Hand Wheel & Reflex Valves ) Excluding Cost Of Bolts, Nuts, Rubber Insertion, Sluice Valve And Tail Pieces 100Mm Dia Sluice Valves ( Including Scour Valves ) 7 100Mm Dia Sluice Valves ( Including Scour Valves ) 2 150Mm Dia Sluice Valves ( Including Scour Valves ) 6 200Mm Dia Sluice Valves ( Including Scour Valves ) 1 Phe-Jcif-5-: Jointing Ci Pipes, Fittings And Valves With Flanged Ends Including Cost Of Jointing Materials Such As Bolts, Rubber Insertion, White Lead Including Filling With Water, With Lead Up To 500 Meters And Testing To Required Pressure Complete. ( Reference To Specifications. Bis No.3114 / 1994. ) 100Mm Dia Sluice Valves ( Including Scour Valves ) 7 100Mm Dia Sluice Valves ( Including Scour Valves ) 2 150Mm Dia Sluice Valves ( Including Scour Valves ) 6 200Mm Dia Sluice Valves ( Including Scour Valves ) 1 Manufacture As Per Bis:12820 / 2004 With S.B.R. Quality Rubber Conforming To Bis: 5382 / 85, Supply And Delivery Of Rubber Gaskets Suitable For C.I / D.I S / S Pipes Anywhere In T.G. F.O.R. Destination Departmental Stores Including Cost Of Material, Loading, Incidentalhandling With Companies Standard Packing, Transportation, Unloading &Stacking But Excluding Taxes. 20.00 100Mm Dia 18.00 150Mm Dia 26.00 200Mm Dia 2.00 250Mm Dia 1 Manufacture, Supply, & Delivery Of Centrifugally Cast ( Spun ) Ductile Iron Fittings Conforming To Is:9523 / 2000 Having Dimensions As Per Table. The Rates Mentioned Here Under Are For Fittings, Zinc Coated Externally With Inside Mortar Lining ( With Finishing As Per Class 13 / Is 9523 / 2000 ) ( Ex-Works ) Excluding Transportation And Taxes. 1 Di All Socket Tees, 63.00 150X100 Dia 34.00 200X150mm Dia 42.00 250X150mm Dia 48.00 250X200mm 1 All Flange Tee 21.00 150X100 Dia 34.00 200X150mm Dia 42.00 250X150mm Dia 48.00 250X200mm 1.00 Di Flanged Sockets 144.00 100Mm Dia 70.00 150Mm Dia 280.00 200Mm Dia 52.00 250Mm Dia 1.00 Di Mechanical Joints 76.00 100Mm Dia 90.00 150Mm Dia 555.00 200Mm Dia 112.00 250Mm Dia 1.00 Di Reducers, 13.00 150X100mm Dia Di Double Socket Bends 11.00 100Mm Dia ( 90Degrees ) Di All Socket Cross 30.00 200Mm Dia Di End Caps 8.00 100Mm Dia 13.00 150Mm Dia 1 Phe-Lcis-1 : Lowering C.I. / D.I. Pipes ( All Classes ) And Specials ( Fittings ) With S / S Ends Carefully Into Trenches And Laying Them True To Alignment And Gradient Including All Sundries But Excluding Cost And Conveyance Of Pipes From Source Of Supply ( Ref To Specifications. Bis No.3114 / 1994 ) 1 Di All Socket Tees, 36.00 150X100 Dia 12.00 200X150mm Dia 12.00 250X150mm Dia 12.00 250X200mm 1.00 All Flange Tee 12.00 150X100 Dia 12.00 200X150mm Dia 12.00 250X150mm Dia 12.00 250X200mm Di Flanged Sockets 192.00 100Mm Dia 60.00 150Mm Dia 168.00 200Mm Dia 24.00 250Mm Dia Di Mechanical Joints 48.00 100Mm Dia 36.00 150Mm Dia 180.00 200Mm Dia 24.00 250Mm Dia Di Reducers, 12.00 150X100mm Dia Di Double Socket Bends 12.00 100Mm Dia ( 90Degrees ) Di All Socket Cross 12.00 200Mm Dia Di End Caps 12.00 100Mm Dia 12.00 150Mm Dia Phe-Jcir-4 : Jointing C.I., D.I. Pipes And Fittings With Rubber Gasket ( Push-On-Joint ) , Excluding The Cost Of The Gasket But Including All Sundries Filling With Water, With A Water Lead Up To 500M And Testing To Required Pressure, Etc. Complete Reference To Specifications Is 3114 / 1994 / 12888 / 1987 Di All Socket Tees, 18.00 150X100 Dia 2.00 200X150mm Dia 2.00 250X150mm Dia 2.00 250X200mm Di Flanged Sockets 32.00 100Mm Dia 10.00 150Mm Dia 28.00 200Mm Dia 4.00 250Mm Dia Di Double Socket Bends 2.00 100Mm Dia ( 90Degrees ) Phe-Jcif-5 : Jointing Ci Pipes, Fittings And Valves With Flanged Ends Including Cost Of Jointing Materials Such As Bolts, Rubber Insertion, White Lead Including Filling With Water, With Lead Up To 500 Meters And Testing To Required Pressure Complete. ( Reference To Specifications. Bis No.3114 / 1994. ) Di Flanged Sockets 16.00 100Mm Dia 5.00 150Mm Dia 14.00 200Mm Dia 2.00 250Mm Dia Di Mechanical Joints 8.00 100Mm Dia 6.00 150Mm Dia 30.00 200Mm Dia 4.00 250Mm Dia All Flange Tee 2.00 150X100 Dia 2.00 200X150mm Dia 2.00 250X150mm Dia 2.00 250X200mm 0.01 Plain Cement Concrete Nominal Mix ( 1:5:10 ) Prop ( Cement : Fine Aggregate: Coarse Aggregate ) Using 40Mm Size Hard Granite Machine Crushed Metal Including Cost And Conveyance Of All Materials Like Cement, Sand, Coarse Aggregate Water Etc., To Site , Seigniorage Charges On All Materials, Labour Charges , For Mixing , Laying, Concrete , Ramming In 15 Cm Layers, Finishing Top Surface To The Required Level Curing Etc., Complete For Finished Item Of Work.For Foundation And Under Flooring Bed. For Bedding Under Thrust Blocks For Bends 15 Construction Of Valve Chambers With Cement Concrete Vertical Walls And Rcc Slab Fitted With Frc Man Hole Cover And Frame, Etc Including Cost And Conveyance Of All Material, Labour Charges, Curing Etc., Complete As Per Standard Specifications And Standard Drawings.. For 100Mm Dia To 200 Sluice Valves 218.21 Carting Away The Surplus Excavated Material I.E.Earth And Rubble From The Site To A Suitable Distance Of About 5.00 Km Including Loading, Unloading , Conveyance Charges And Dumping The Carted Material At The Contractors Cost, Labour Charges, All Leads & Lifts And Other Incidental And Operational Charges Etc., Complete. 51.3 Rbr-Fndn-1: Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material As Per Technical Specification 305 Mord / 304 Morth For Sumps, Thrust Blocks, Chambers And Man Holes Etc, . 7.38 Providing Hbg Stone Chips 2.36Mm And Below For Below Lean Concrete In Foundations As Per Specification And Drawing Including Cost And Conveyance Of Materials To Site With All Leads, Lifts Including Watering, Tamping, Ramming, Labour Charges, All Other Incidental And Operational Charges Etc., Complete As Per Detailed Specification And Directed By The Engineer - In - Charge Below Lean Concrete In Foundations 3.69 Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 ( Grade ) , Coarse And Fine Aggregates Conforming To Is : 383, Maximum In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Sholvels, Rakes, Compacted Using Needle And Plate Vibrators And Finished In Continuous Operation Including Provision Of Admixtures As Approved, Curing Of Concrete Slabs For 14- Days, Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 Mord.
Contract Date: Ref. Documents Contract Value : ₹ 16.54 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
11.
Public Administrative Department #11142241 AOC
Construction And Carry Out Ancillary Works For Urban Ayushman Health Temples (Uhwc) In Porta Cabins At 14 Places In The Jurisdiction Of Thane Municipal Corporation.-1 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 and 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 Spec.No. :Means Bd.A.1 Page No.259 2 Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means 3 Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. 4 Transportation of excavated material including loading and unloading etc. complete. (c) lead up to 5 km) 5 Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. 6 Providing soling using 80 mm size trap metal in 15 cm. Layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. Spec. No As director by engineer incharge. 7 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),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) 8 Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), 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) 9 Providing and laying in-situ M30 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 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 1Kilogramper 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 and fixing mat finish stainless steel (of 302 grade ) railing with top pipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete (Prior approval of sample and brand by Ex. Engineer is necessary before use).Spec. No As director by engineer incharge. Providing and applying priming coat on concrete/ masonary / asbestos cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.Spec. No As director by engineer incharge. Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 Kilogram/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. 14 Painting letters upto 20 centimetre height including cost of brushes, coir brushes dusting, cleaning etcetera complete. Spec. No. As Directed By Engineer In Charge. Only For Road Side Furniture. Spec .No. MORTH 801 15 Providing and laying concrete pipes of I. S. NP. class of 300 mm 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. Spec. No. Bd.V.41 Page No.573. 16 Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. cover of 75 Kilogram with lid and frame fixed in cement concrete.. Spec. No. 17 Providing and laying in trenches 25 mm dai. UPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 18 Providing and fixing hume pipe septic tank 900mm diameter with vent pipe and cap including necessary (including excavation and laying) 19 Providing and making ISI Mark ferrule connection of 25mm dia.to water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete. 20 Providing and fixing H.D.P container one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters 21 Supplying, erecting, testing and commissioning of minimum three and above star rated centrifugal water pump (monoblock),230 V,single phase,50 Hz,AC.supply of 0.375kw/0.5 HP with discharge 36/9 lpm for head of 6/21 m & 25 mm suction /25 mm delivery pipe on provided CC foundation as per specification no.WP.CGP. 22 Supplying, installing and testing earthing with copper earth plate 30 x 30 x 0.315 cm complete with all accessories of copper materials and recording the results as per specification no.Ea-EP Supplying, & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 Kg.capacity cartridge type conform to IS 2878/15683 complete erected with necessary clamp made from 50 x 6 mm M.S. flat with nut & bolts rounded in wall complete. Supplying, & erecting Hand dryer machine having speed jet of warm air with low noise blower to quick dry wet hands,power 1800 W,voltage 230V,50 Hz.Automatic cut off after 5-10 second. Providing,Supplying and fixing electrical meter with all necessary accessories,required cable for connection from main supply including required permission from MSEDCL,TORRENT and Local authorities.(The contractor shall submit the original receipts of payments made to MSEDCL, Torrent Power co.The payments will be made as per the actual expenses made by contractor for each permission and purchasing of electric meter.) Supplying, erecting & terminating FR XLPE insulated, galvanised steel wire armoured (round) cable, 1100 V 3 core 10 sq. mm. aluminium conductor complete erected with glands & lugs on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL Supplying and laying (including excavation) 50 mm outside dia double wall corrugated pipe (DWC) of HDPE for enclosing cable below ground/road surface to required depth completed Alluminium foldable ladder for store Providing & Fixing Foldable Alluminum Ladder 1500 mm. Ht. Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. Providing, Supplying and installation of Porta Cabin Fabricated at Factory Scope of work per cabin shall includes as follows 1. Specification mentioned as below 2. Internal and external arrangement of cabin as per drawings as attached 3. Works of Plumbing, sanitary, electrification, CCTV 4. Furniture as below a. Executive Chairs (as per sr.no.3) - 3 nos, b. Visitor chair (as per sr.no.4) - 6 no c. Two seater chair (as per sr.no.5) – 2 Nos d. Three seater chair (as per sr.no.6) – 5 Nos e. Patient Examination Couch/Table (as per sr.no.8) – 2 Nos f. Storage Cabinet (as per sr.no.9) – 1 Nos g. Table (as per sr.no.10) – 4 Nos h. Table (as per sr.no.11) – 1 Nos i. Medical Store Racks in pharmacy room (as per sr.no.12) – as per drawing j. Trash Bin (as per sr.no.13) – 6 Nos k. Seating tools (as per sr.no.7) – 6 Nos Detailed Description and Specification: Unit Size – L x B x Ht = 30 ft x 20 ft x 9 ft (Clear internal Height) Cabin should be structurally stable and suitable to meet severity of climatic conditions. Sustainable in wind condition of 55m/s- in Seismic zone IV and ambient temperature range (-) 40 degree C to (+) 50 degree C. Bottom Frame 80 x 40 x 2mm GI Rectangular Hollow Pipe (Apollo Make) Stiffener Bottom 50 x 50 x 2mm GI Rectangular Hollow Pipe (Apollo Make) for Shorter Span and 80 x 40 x 2mm for longer Span making the grid of 2ft x 2ft. Please note Base frame shall be quoted with special type of anticorrosive paint to avoid rusting and for better life (i.e. Black Coal Tar Epoxy Paint) Top Frame 80 x 40 x 2 mm GI Rectangular Hollow Pipe (Apollo Make) Stiffener (Top Frame) 50 x 50 x 2mm GI Rectangular Hollow Pipe (Apollo Make) for Shorter Span and 80 x 40 x 2mm for longer Span making the grid of 2ft x 2ft. Please note Base frame shall be quoted with special type of anticorrosive paint to avoid rusting and for better life (i.e. Black Coal Tar Epoxy Paint) Paneling Outside Outside Wall of the cabin shall be made from 16 guage GI sheet with solid color of approved shade, fitted on inside GI pipe framing making the grid of 2ft x 2ft. Paneling Inside Inside wall of the cabin shall be made from 3 MM Thk ACP sheet with aluminum foil thickness of 0.25 mm with solid color of approved shade fitted on inside Gl pipe framing making the grid of 2ft x 2ft. All the ACP joints shall be filled with Black silicon. Wall Panels shall be completely insulated with Glass wool of 48 kg/m3 Density and slab thickness 50mm. Corners Pole 72 x 72 x 3.2mm GI Rectangular Hollow Pipe (Apollo Make) with black coal tar epoxy coating Plumbing Arrangement UPVC concealed internal plumbing system shall be provided with all necessary inlet and outlet points as per the Drawing. External water connection shall be Provided by TMC. Drinking Arrangement Providing and Fixing branded water purifier of make like Aquaguard, Kent, LG or equivalent with all necessary connections, fittings accessories with storage arrangement etc. complete Sanitary Fittings All plumbing and sanitary fittings such as Ceramic Western Commode with seat cover, Ceramic Indian Commode, Ceramic urinal with push pillar cock, Ceramic Wash Basin, Wash basin Push Pillar Cock shall be of brand like Kajaria, Hindware, Paryware or equivalent. All western Toilets must be equipped with jet Spray, 2 in 1 Taps and Flush Tank. Accessories for PWD persons shall be provided in all toilets. (Excluding External Sewerage Connection). Roof Outside Roof Slope 1:2 one way 126 Roof shall be made from 1.2 mm 120 GSM GI sheets of Jindal make, which shall be fully welded and sloped to avoid leakage. All the roof joints shall be covered with 75mm Butyl Vinyl Tape. Roof shall be covered with Heat Resistant paint to maintain low temperature inside the cabin. Roof Gutter Specially designed gutter section shall be provided to drain water at the single side of the cabin. This shall be made from 1.2 mm 120 GSM GI sheet Jindal make including fitting arrangement. False Ceiling False Ceiling shall be made from 3 mm Thk ACP sheet with Aluminium foil thickness of 0.25 mm with solid colour of approved shade fitted on inside GI pipe framing making the grid of 2ft x 2ft. All the ACP joints shall be filled with Black silicon. Flooring Flooring shall be made from 18 mm High Strength Bison board/ Cement fibre sheet, which is covered with 2 mm PVC vinyl flooring for cabin. For toilet Cement sheet shall be covered by 10 mm thick 1 X 2 ceramic tiles which shall be fixed by using tile adhesive and cement mixture of at least 50mm Thk. Doors & Door frame Main Door Flush door 32 mm thick waterproof material with 4mm Glass as per approved design and drawing and door frame shall be made from aluminium Section. Locking arrangement along with D Handles in SS 304, door closer, door stopper etc. Door Size: 5’x 6’ Internal doors shall be sliding doors/ flush door of size as per drawing and as per the specifications decided by engineer-in charge Toilet Door and door frame shall be made from aluminium frame with 4mm Glass and ACP including locking arrangement, Handles in SS 304, Door Size: 2’-6’’ x6’ Windows Powder coated aluminium Two Track sliding windows with 4 mm tinted Glass. Size of windows as per drawings. M.S. Grill of weight @ 20 kg per sqm shall be provided to all windows/louvered window from outside. Curtains of good quality and curtain rod/track with fixtures shall be provided from inside of windows. Insulation False Ceiling and Wall Panels shall be completely insulated with Glass wool of 48 31 Providing, Supplying and installation of Porta Cabin Fabricated at Site Scope of work per cabin shall includes as follows 32 Providing, laying and fixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles for Flooring of approved colour and design 22 +/ -2 mm thick bayer colour pigmented as per IS ..1237 - 1980 having compressive strength more than 500 Kilogram/sq.cm reaffirmed in 2006 ,having wert transvrse strenghth of 3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm, skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 x 300 in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polishing and cleaning etc. complete. For flooring. 33 Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete. 34 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings 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 (Crushed sand VSI Grade) 35 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. 36 Testing :- Compressive test of C.C.Cube 37 Provide and supplying Executive Chairs A generously cushioned, molded PU seat combined with breathable mesh fabric, Crafted from strong and durable Polyamide (Nylon) featuring a reinforced mesh back, chair equipped with BIFMA Certified Class-4 Hydraulic Gas Spring and BIFMA Certified 60mm Wheel Castors. Chair having 3 years warranty (Executive chairs) / or equivalent / as Directed by Engineer Incharge. Key Features Colour : GREY / Black Material : Metal Dimensions : 64D x 61W x 119H Centimeters Size : Standard Back Style : Mesh Back Special Feature : Adjustable Lumbar, Adjustable Height, Adjustable Arm Rest, Adjustable Head Support Seat Material Type : Breathable Microfiber Cloth Covered in PU Foam 38 Providing and supplying visitor chair having size Depth- 62cm, width-55cm, height- 80cm & seat height 45 cm. (+/- 2cm ), having seat & back, shall be made up of 1.2 cm hot pressed plywood, approved tapestry upto Rs.300/m and mould polyurethane foam with P.V.C. lipping all around etc. complete. The chair shall be provided with two one piece armrest made of polypropylene. The chair shall be supported by cantilever type powder coated tubular frame dia 2.54cm x 14 B G M.S.E.R.W. tube. All aluminium steel component shall have Epoxy Polyster Powder Coated. The chair shall be Ergonimc Dry film thickness shall be more than 45 Micron. And as directed by Architect in charge. The over all appearance of the product shall be as per photograph. All metal work shall be Epoxy Polyster Powder Coated and as directed by Architect in 39 Public Seating Chair. - 2 Seater Providing and Fixing 2 seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish with 1 year warranty etc complete as directed by engineer in charge.. 40 Public Seating Chair. - 3 Seater Providing and Fixing 3 seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish. 41 Seating tool for Lab and Class-IV Providing and fixing 4 legged Lab stool, Legs made of 16 Guage 45 MM Outer dimension MS Pipe, Duly painted, With a 304 Grade Stainless steel 12 inch wide seat with a 1 inch collar, Height adjustment via a screw. as per design and drawing and instructions of Engineer in charge. 42 Providing and supplying examination couch. This examination couch features an adjustable backrest that can be easily operated using a gas spring system. The twosection foam-padded top provides added comfort for patients during examinations. It is equipped with three drawers and three cabinets, offering ample storage space for medical equipment and supplies, keeping everything organized and easily accessible. A tray for the B.P. apparatus is conveniently placed near the headrest, ensuring easy access for medical professionals. The couch is finished with pre-treated epoxy powder coating, making it durable and easy to clean, while also ensuring resistance to corrosion Designed with a carrying capacity of 150-180 kg. etc complete. as directed by engineer in charge. Key Features Adjustable Backrest: The backrest is adjustable using a gas spring system, providing flexibility for various examination positions. Foam Padded, Upholstered Top: Offers comfort and support during patient examinations. Ample Storage: Equipped with three drawers and three cabinets to store medical supplies and equipment. BP Tray: A tray near the headrest for easy access to BP apparatus. 43 Providing, supplying and installing the cabinet, dimensions of 1200mm (W) x 1660mm (H) x 450mm (D) and is constructed from prime quality 0.8mm thick CRCA steel for the body panels and shelves. The shelves are adjustable in height and have a uniformly distributed load capacity of 50kg per shelf. The vertical sides feature continuous slots for mounting shelves at variable heights. The entire carcass is finished with a 50 ±10 microns epoxy polyester powder coating. The facia of the cabinet consists of metal shutters with metal borders, incorporating toughened glass panels. The handles are Dshaped in an aesthetically pleasing design with a stainless steel (SS) finish. The locking mechanism uses a metal cam lock for security. Additionally, the cabinet is equipped with adjustable levelers featuring plastic bases, allowing height adjustments of up to 15mm.This furniture is built according to the specifications and samples approved by the client. It meets the required certifications including ISO 9001:2015, ISO 14001:2015, ISO 45001:2018, BIS standards, and is a BIFMA Gold certified member. The product comes with a 5-year warranty. Installation and other details are as directed by the engineer in charge. 44 Providing & Fixing of HNI Make table of Size. The Worktop shall be made of 25mm Prelam particle Board of Grade II , Type-II as per IS:12823 and backing laminate of 0.6mm All the exposed edges are finished with 2mm thick PVC lipping machine pressed. The above furniture should be as per specification with 3 years warranty etc. sample approved by client. TABLE SIZE :- W1060mm x D600mm x H750 mm -1 No W900mm x D300mm x H750 mm – 1 No W600mm x D450mm x H750 mm – 2 No As Directed by Engineer Incharge 45 Providing & Fixing of HNI Make table of Size. The Worktop shall be made of 25mm Prelam particle Board of Grade II , Type-II as per IS:12823 and backing laminate of 0.6mm All the exposed edges are finished with 2mm thick PVC lipping machine pressed. Legs are made of powdered coated steel 50mmx 50mm Section. Cross Member are in CRCA steel and the Beam is made of MS of 1.5mm thickness in powder coated finish of 50 microns thickness. The above furniture should be as per specification with 3 years warranty etc. sample approved by client. TABLE SIZE :- W1200xD700xH740mm As Directed by Engineer Incharge 46 Providing and supplying adjustable MS storage rack having size 1200 mm to 1800mm x 300 mm x 1600 mm including all transportation upto site etc complete as directed by engineer in charge. Key features 1. Material  Frame : Mild steel (MS) powder coated  Shelves: Cold-rolled steel (CRCA) or galvanized  iron (GI) 2. Angle Specifications  Size 40 x 40 x 2.50 mm  Length : Standard lengths of 6 feet, 8 feet, or 10 47 Providing and supplying trash bins with a maximum height of 450mm 35 - 40 liter, made of high-quality molded plastic for durability and ease of maintenance. The bins shall be equipped with a functional lid mechanism and shall be provided as per the approved selection and design. The work shall be carried out as directed by the Engineer-In-Charge etc complete . 48 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. 49 Providing and Laying M60 grade cement concrete of approved mix design with avg. Flextural strength of 4.4 MPa in 3 days from R.M.C. plant incld. use of micro silica/alcofine, approved make super plastiser and retarder, fibriliated 100 % virgin polypropylene fibres, fly ash and transported by transit mixer and placing at work site. Compacting, finishing, initial curing by approved curing compound/contractors water and tarring the sides of slab with hot bitumen as specified and as directed (w/c ratio 0.28 max.). (vatta for curing will be paid separately) for Ultra thin White Topping (UTWT) pavement. etc completed. Providing second class Burnt Brick masonry with conventional/I.S .type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. Providing and fixing in position UPVC ultra violet stabilized 110 mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it two. coats of oil painting approved quality and shade etc. complete. Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meter made out of 4 mm aluminum sheet bonded with white retro reflective sheeting of Class C ( 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 microprismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorized 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. Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminum-Zinc alloy (55% aluminum 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib 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. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 Kilogram) Providing Excavator (JCB JS 80 or equivalent) of 0.9 Cum etc complete Providing and fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangements and painting in three coats of oil paint of approved colour and shade etc. complete.(weight 18 Kilogram. to 20 Kilogram. Per Sq.m.) Spec. One Number: As directed by Engineer- in-charge. Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete. Providing and laying Cast in situ/Ready Mix cement concrete M-15 trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) Providing tuck pointing with cement mortar 1:3 for stone/Brick masonry including scaffolding and curing etc. complete. Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. 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 and 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 Spec.No. : Means Bd.A.1 Page No.259 Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. Transportation of excavated material including loading and unloading etc. complete. ( (c) lead up to 5 km) Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. Providing soling using 80 mm size trap metal in 15 cm. Layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. Spec. No As director by engineer in charge. Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),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 and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), 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 in-situ M30 Grade unreinforced plain cement concrete pavement over 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 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 Engineerin- charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. 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 1Kilogramper 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 and fixing mat finish stainless steel (of 302 grade ) railing with top pipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing, fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete (Prior approval of sample and brand by Ex. Engineer is necessary before use).Spec. No As director by engineer in charge. Providing and applying priming coat on concrete/ masonary / asbestos cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.Spec. No As director by engineer incharge. Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 Kilogram/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. Painting letters upto 20 centimetre height including cost of brushes, coir brushes dusting, cleaning etcetera complete. Spec. No. As Directed By Engineer In Charge. Only For Road Side Furniture. Spec .No. MORTH 801 Providing and laying concrete pipes of I. S. NP. class of 300 mm 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. Spec. No. Bd.V.41 Page No.573. etc
Contract Date: May 21, 2026 Contract Value : ₹ 4.09 Crore
Local Bodies No of Bidders 2
Maharashtra View Result →
12.
Public Administrative Department #11129164 AOC
Tender for E/W Excavation Of Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.5 M And Lead Upto 30 M And Including Filling ,As Per Si No.251 , E/W In Filling In Outer Side But Cartage Of Earth Distance 4.00 K.M. As Per Analysis , providing and laying Cement Concrete In 1:6:12 Cement , F/Sand And 40 Mm Gauge Stone Ballast I/C All Material And Labour Charges As Per Si No 273 , Reinforced Cement Concrete Work 1:1.5:3 Cement ,Coarse Sand & 20 Mm Stone Grit Etc As Per Si.No.284+Ns-282+282 , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Etc. As Per Si.No.504 , providing and laying Of 110 Mm Dia Pvc Pipe Ch-01,Si.No.17,30 , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Compacting As Per Technical Specification Clause 401. , Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Screed Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, , Supply/Fixing Of Informatory Sign Board I/C All Material And Labour Etc.
Contract Date: Jun 10, 2026 Contract Value : ₹ 15.25 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
13.
Housing Urban and Rular Development #11090147 Technical Bid
Tender for Trimming Of Grass And Weeds From The Shoulders/Berms And Disposing Off The Same To Suitable Locations As Per Technical Specifications Clause 1914 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , 20 Mm Thick Open Graded Premix Carpet Using Bitumen Emulsion As Per Technical Specification Clause 508.2 , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Maintenance Of Earthen Shoulder (Stripping Cress Soil) Making Up Loss Of Material/Irregularities On Shoulders To The Design Level By Adding Fresh Approved Selected Soil And Compacting It With Appropriate Equipment At Omc Upto A Lead Of 1000 M As Per Technical Specification Clause 1903. , Excavation In Foundation For Retaining, Breast Walls Etc, In All Types Of Soils And Rocks Including All Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , Random Rubble Stone Masonry Laid Dry, In Breast Walls, Retaining Walls, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , Hand Packed Stone Filling In Back Of Wallls Including Cost Of All Materials, Royality, T&P Etc. Complete As Per Direction Of Engineer-In- Charge. (As Per Pwd Uttarakhand Specifications) , White Washing Two Coats On Parapet Walls And Tree Trunks Including Preparation Of Surface By Cleaning Scraping Etc. As Per Technical Specifications Clause 1915 , Cleaning Of Partially Choked Scupper And Catchpit Complete As Directed By The Engineer-In-Charge. , Retro-Reflective Traffic Signs With Type Iv Retro- Reflective Sheet Providing And Fixing Of Corrosion Resistant 2Mm Thick Type Iv RetroReflective Cautionary, Mandatory, Informatory Sign Board With 7 Year Warranty As Per Irc:67, Made Of High Intensity Sheeting Fixed Over Acp (Aluminium Composite Panel) 3 Mm Thick (Including Framing And Bracing With Fabrication, Plotting, Pasting, Riveting, Taping And Nut, Bolts, Washers And Rivets Etc For Fixing), Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing, Issued In Original By Retro-Reflective Sheeting Manufacturer Having Operations In India By Their Indian Subsidary. (Clause No. 801 Of Morth) , 600 Mm Equilateral Triangle , 600 X 450 Mm Rectangle , Cement Concrete (Pcc M-30) Pavement:- Construction Of Un-Reinforced, Cement Concrete Pavement, Thickness Asper Design, Over A Prepeared Sub Base With 43 Grade Cement Or Any Other Type Plain Cement Concrete Grade M-30, Coarse And Fine Aggregates Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Then 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of Wedges, Steel Plates Including Levelling The Formwork, As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, And Plate Vibrators, Finished In Continuous Operation And Curing Of Concrete Slabs For 14 Days, Using Curing Compound Where Specified And Water Finishing To Lines And Grade As Per Drawings And Technical Specifications
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttarakhand View Result →
14.
Housing Urban and Rular Development #11090146 Technical Bid
Tender for Wbm Grading 3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405.[Grading Of No-3] (22.4 - 53 Mm Size) 4-8-3-A By Manual Means , Surface Drains In Soil Construction Of Unlined Surface Drains Of Average Cross-Sectional Area 0.40 Sqm In Soil To Specified Lines, Grades, Levels And Dimensions. Excavated Material To Be Used In Embankment With A Lift Upto 3M And Lead Of 50 M (Average Lead 25 M) As Per Technical Specification Clause 307. , Cleaning Of Partially Choked Scupper And Catchpit Complete As Directed By The Engineer-In-Charge. , Excavation In Foundation For Retaining, Breast Walls Etc, In All Types Of Soils And Rocks Including All Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , Random Rubble Stone Masonry Laid Dry, In Breast Walls, Retaining Walls,Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc.Complete As Per Drawing And Technical Specifications Clauses 702, 704,1202 & 1203 Of Mord Specifiction , Hand Packed Stone Filling In Back Of Wallls Including Cost Of All Materials,Royality, T&P Etc. Complete As Per Direction Of Engineer-In- Charge. (As Per Pwd Uttarakhand Specifications) , Construction Of 1 M Span Scupper Of repair renovation 1: 5 Abutment ,Rcc Slab As Per Attached Drawing Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of The Work. , Providing Concrete For Plain/ Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203,P.C.C Grade M 10 Nominal Mix 1:3.6 (Hand Mixing) , Stone Masonry In Cement Mortar For Substructure Complete As Per Drawing & Technical Specification Clauses 702, 704, 1202 And 1204 12-4-3 Random Rubble Masonry, In Cement Mortar (1:5) , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 &1202(The Reinforcement Steel Shall Be Procured From Original (Primary) Steel Producers As Per Clause No. 2011.3.1 Of Mord Specifications (First Revision2014) And Is 1786:2008 Clause No. 1.6) , Providing Concrete For Plain/ Reinforced Concrete In Substructrue Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203, Reinforced Cement Concrete Grade M 25 , Cement Concrete (Pcc M-30) Pavement:- Construction Of Un-Reinforced, Cement Concrete Pavement, Thickness As Per Design, Over A Prepeared Sub Base With 43 Grade Cement Or Any Other Type Plain Cement Concrete Grade M30, Coarse And Fine Aggregates Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Then 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of Wedges, Steel Plates Including Levelling The Formwork, As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, And Plate Vibrators, Finished In Continuous Operation And Curing Of Concrete Slabs For 14 Days, Using Curing Compound Where Specified And Water Finishing To Lines And Grade As Per Drawings And Technical Specifications. , Construction Of Parapet Cement Plum Masonry With 40% Plum & 60% 1:3:6 Cement Concrete Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of The Work. As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Of Mord Specifiction And 2 Coat White Washing In All Face Of The Parapet I/C Supply Of All Material, Labour T&P Etc Requried For Proper Completion Of The Work. , Cement Plum Masonry With 40% Plum & 60% 1:3:6 Cement Concrete Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of The Work. As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Of Mord Specifiction , White Washing Of Parapet Walls Of Cd Work And Tree Truncks White Washing Two Coats On Parapet Walls And Tree Trunks Including Preparation Of Surface By Cleaning Scraping Etc. As Per Technical Specifications Clause 1915 , Kilometre Stone Reinforced Cement Concrete M15 Grade Kilometre Stone/Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 , 5Th Kilometre Stone (Precast) , Kilometre Stone Reinforced Cement Concrete M15 Grade Kilometre Stone/Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703,Ordinary Kilometer Stone (Precast) , Reinforced Cement Concrete M15 Grade Kilometre Stone/Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703, 200 M Stone (Precast) , Prime Coat Low Porosity Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.90- 1.2 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502. , Tack Coat Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , 20 Mm Thick Open Graded Premix Carpet Using Bitumen Emulsion As Per Technical Specification Clause 508.2 , Seal Coat Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510,By Manual Means ,Case - Ii : Type B ,Bitumen (Vg-10)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttarakhand View Result →
15.
Housing Urban and Rular Development #11090145 Technical Bid
Tender for Excavation In Foundation For Retaining & Breast Walls In All Types Of Soils And Rocks Including Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge , Providing Concrete For Plain/ Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 (1:3:6) , Providing Concrete For Plain/ Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203Nominal Mix (1:2:4) , Random Rubble Masonary Laid Dry In Breast Wall,Retaining Wall Parapets,Scupper Etc. Including Supply Of All Materials,Labour,T & P& Royality Etc,Required For Proper Complition Of Work.(As Per Pwd Uttarakhand Specifications) , Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc.(As Per Pwd Uttarakhand Specifications) , Stone Masonry In Cement Mortar For Substructure Complete As Per Drawing & Technical Specification Clauses 702, 704, 1202 And 1204 (Random Rubble Masonry In Cement Mortar (1:5) , Providing Weep Holes In Brick Masonry/Plain/Reinforced Concrete Abutment, Wing Wall/Return Wall With 100 Mm Dia Ac Pipe, Extending Through The Full Width Of The Structure With Slope Of 1V :20H Towards Drawing Foce. Complete As Per Drawing And Technical Specifications. , Hand Packed Stone Filling Including Supply Of All Material, Labour T&P Required For Proper Completion Of The Work. , Providing And Laying Of Mechanically Woven Double Twisted Hexagonal Shaped Gabions (Zinc Plus Pvc Coated), Of Size 3Mx1mx1m With Two Diaphragms At 1M Interval, Having Mesh Opening 100Mmx120 Mm, Mesh Wire Diameter 2.7Mm / 3.7Mm, Edge/Selvedge Wire Diameter 3.4/4.4 Mm And Lacing Wire Diameter 2.2/3.2 Mm. (The Work Includes Filling Boulders In The Gabions). , Supplying, Fitting And Placing Tmt Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202. (The Reinforcement Steel Shall Be Procured From Original (Primary) Steel Producers As Per Clause No.2011.3.1 Of Mord Specifications (First Revision2014) And Is 1786:2008 Clause No. 1.6) , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 Reinforced Cement Concrete M25 , Construction Of Un-Reinforced, Cement Concrete Pavement, Thickness As Per Design, Over A Prepeared Sub Base With 43 Grade Cement Or Any Other Type Plain Cement Concrete Grade M 30, Coarse And Fine Aggregates Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Then 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of Wedges, Steel Plates Including Levelling The Formwork, As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, And Plate Vibrators, Finished In Continuous Operation And Curing Of Concrete Slabs For 14 Days, Using Curing Compound Where Specified And Water Finishing To Lines And Grade As Per Drawings And Technical Specifications. , Cement Plum Masonry With 40% Plum & 60% 1:3:6 Cement Concrete Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of The Work. As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Of Mord Specifiction. , Construction Of Unlined Surface Drains Of Average Cross-Sectional Area 0.40 Sqm In Soil To Specified Lines, Grades, Levels And Dimensions. Excavated Material To Be Used In Embankment With A Lift Upto 3M And Lead Of 50 M (Average Lead 25 M) As Per Technical Specification Clause 307. , White Washing Two Coats On Parapet Walls And Tree Trunks Including Preparation Of Surface By Cleaning Scraping Etc. As Per Technical Specifications Clause 1915 , Excavation In Soil By Manual Means. (Excavation For Roadway In Soil Using Manual Means Including Loading In Truck For Carrying Of Cut Earth To Embankment Site With All Lifts And Lead Upto1000 Metres.) , Excavation In Hilly Area In Ordinary Rock Not Requiring Ballasting By Mechanical Means Including Cutting And Trimming Of Slopes And Disposal Of Cut Material With All Lift And Lead Upto 1000 Metres. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 1 As Per Technical Specification Clause 405. , Providing Edge Stones Of Size 450X350x100 Mm On Valley Side Of Formation As Per Drawing And Technical Specification Clause 1608.2.6 , Reinforced Cement Concrete M15 Grade Kilometre Stone/Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 , Reinforced Cement Concrete M15 Grade 200M Stone (Precast) Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttarakhand View Result →
16.
Housing Urban and Rular Development #11066247 AOC
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1 And 300.2 With Lead Up To 1000M As Per Technical Specification Clause 301.5 , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density As Per Mord Specification 401 , Wbm Grading 3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Manual Means , Cement Concrete Pavement Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixture As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 , Construction Of Subgrade And Earthen Shoulders Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Maintenance Of Concrete Surface Including Crack Sealing Spot Patching, Restoration Of Rain Cuts And Dressing Of Side Slopes / Berms, Making Up Of Berms / Shoulders, Maintenance Of Drains, Maintenance Of Culverts And Cause Ways, Maintenance Of Guard Rails And Parapet, Maintenance Of Road Signs, Speed Breakers, Standing Trees Adjacent To Road Wherever Required. Maintenance Of 200M (Hectometre Stone) And Kilometre Stones, Cutting Of Branches Of Trees, Shrubs And Trimming Of Grass And Weeds Etc., White Washing Of Parapets Including Cd Works, Painting Of Guard Stones, Re-Fidding Of Displaced Guard Stones (As Per Performance Index Annexure-2) Mentioned In Go No. 17/2024/Sa-113/23-1-2024-23-1099/113/2023 Dated16.01.2024 & Enc Letter No. 3689/C-Oprmc/Mul-2023-24 Dated 17.02.2024) (I) Maintenance Of First Year (@ 0% Of Total Work Amount Of 1 To 5) , (Ii) Maintenance Of Second Year (@ 0.25% Of Total Work Amount Of 1 To 5) , (Iii) Maintenance Of Third Year (@ 0.5% Of Total Work Amount Of 1 To 5) , (Iv) Maintenance Of Forth Year (@ 0.75% Of Total Work Amount Of 1 To 5) , (V) Maintenance Of Fifth Year (@ 1% Of Total Work Amount Of 1 To 5)
Contract Date: May 11, 2026 Contract Value : ₹ 13.94 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
17.
Public Administrative Department #11029421 Price Bid
Tender for construction Karya , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work. Chapter No. 6 Sch P.W.D. 305B , 12 Mm Thick Plaster In 1:3 Cement & Fine Sand Mortar Etc(Si No 582) , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , S/L Of 125 Micron Polythene Etc , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Shauchalaya & Urinal E/W Excavation In Foundation In Ordinary Soil As Per Si.No.251 , Filling Of Sand Under Floor Including Watcring, Ramming, Consolidation And Dressing Complete.(Chapter-1) , Sr. No-9) , providing and laying In 1:4:8 In Foundation With Cement Fine Sand & 40 Mm Gauge B/Ballast As Per Si. No.275 , 2Cm Thick D.P.C With Cement And Approved Corse 1:2 With The Including Water Proofing Material As Per Si.No.360 , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work.(305 B) , Reinforced Cement Concrete Work In 1:1.5:3 Cement, C Sand Plinthbeem Size Grit All Complete Work Etc. Si.No.285 B , 150 Class Brick Work In 1:3 Csand Mortor In S/S Etc All Cost Complete As Per Si.No. 305B+309 , Plaster Work In 1:3 Cement & C/Sand Mortar Etc As Per S.I. No-583 , Reinforced Cement Concrete Work In 1:2:4 Cement, C Sand & 20Mm Gauge Stone Grit Etc All Cost Complete As Per Si.No.279 B , Reinforced Cement Concrete Work In 1:2:4 Cement, C Sand Mortar In Lintel As Per Si.No.283 , Reinforced Cement Concrete Work In 1:1.5:3 Cement& C Sand Mortarin Slab As Per Si.No.284 B , Supply/Fixing Reinforcemnet In Reinforced Cement Concrete Work Work Including All Cost Complete As Per Si.No. 504 , providing and laying Rectified Glazed Ceramic Wall Tiles 300X300 Mm Size Of 1St Quality Confirming To Is:15622 Of Approved Make In Colors.(Dsr 11.36) , Finishing Of Wall With Water Proof Cement Paint In Three Coat As Per Si.No. 660+661 , Supply/Fixing Mild Steel 35 Mmx35 Metride Door Frame & Steel Panel All Complete Work Etc Si.No.503 , Supply/Fixing White Glazed Earthern Ware (Orissa Type) Pan 580 Mm Dia (Ch.22 S.No.2+Ch24 S.No.23.111 (B) {1220+249=1469} , Supply/Fixing White Glazed Anglo Indian W.C. Pan 580 Mm Dia. (Ch 22 S.No. 5+ Ch 24 S.No-23.112 (B) {3000+268 = 3268} , Supply/Fixing Wash Hand Basin White Glazed Fire Clay Sink 550X440 Mm Size (Ch 22 S.No-12)+ Ch 24 S.No. 23.127 (A) {895+212=1107} , Pvc Pipe (6Kh/ Cm2.Pressure) Kissan/ Supreme Quality. 75 Mm Dia ( For Extra Air)(Ch-1 Extra Item-33) , Pvc Pipe (6Kh/ Cm2.Pressure) Kissan/ Supreme Quality. 90 Mm Dia (For Rain Water )(Ch-1 Extra Item 32) , Pvc Pipe (6Kh/ Cm2.Pressure) Kissan/ Supreme Quality. 110 Mm Dia (Sewer Line)(Ch-1 Extra Item-31) , Providing And Fixing Brass Bib Cock Isi Marked Approved Quality As Direction Of Engineer In Chare (21 B.15) (2016) 20 Mm Nominal Bore , Squatting Type Urinal Seats For Standard Size 450X350mm Chapter No. 22 S.No. 11 , Supply Of Toti For Urinal All Complete Work Etc. , Supply/Fixing Of Water Tank , All Electric Work Including Connection Of Light, Bulb, Wire Etc Complete. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
18.
Public Administrative Department #11029419 Price Bid
Tender for construction Karya , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work. Chapter No. 6 Sch P.W.D. 305B , 12 Mm Thick Plaster In 1:3 Cement & Fine Sand Mortar Etc(Si No 582) , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , S/L Of 125 Micron Polythene Etc , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Supply/Fixing 100/110Mm 0 Pvc Pipe All Complete Work. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Shauchalaya & Urinal E/W Excavation In Foundation In Ordinary Soil As Per Si.No.251 , Filling Of Sand Under Floor Including Watcring, Ramming, Consolidation And Dressing Complete.(Chapter-1) , Sr. No-9) , providing and laying In 1:4:8 In Foundation With Cement Fine Sand & 40 Mm Gauge B/Ballast As Per Si. No.275 , 2Cm Thick D.P.C With Cement And Approved Corse 1:2 With The Including Water Proofing Material As Per Si.No.360 , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work.(305 B) , Reinforced Cement Concrete Work In 1:1.5:3 Cement, C Sand Plinthbeem Size Grit All Complete Work Etc. Si.No.285 B , 150 Class Brick Work In 1:3 Csand Mortor In S/S Etc All Cost Complete As Per Si.No. 305B+309 , Plaster Work In 1:3 Cement & C/Sand Mortar Etc As Per S.I. No-583 , Reinforced Cement Concrete Work In 1:2:4 Cement, C Sand & 20Mm Gauge Stone Grit Etc All Cost Complete As Per Si.No.279 B , Reinforced Cement Concrete Work In 1:2:4 Cement, C Sand Mortar In Lintel As Per Si.No.283 , Reinforced Cement Concrete Work In 1:1.5:3 Cement& C Sand Mortarin Slab As Per Si.No.284 B , Supply/Fixing Reinforcemnet In Reinforced Cement Concrete Work Work Including All Cost Complete As Per Si.No. 504 , providing and laying Rectified Glazed Ceramic Wall Tiles 300X300 Mm Size Of 1St Quality Confirming To Is:15622 Of Approved Make In Colors.(Dsr 11.36) , Finishing Of Wall With Water Proof Cement Paint In Three Coat As Per Si.No. 660+661 , Supply/Fixing Mild Steel 35 Mmx35 Metride Door Frame & Steel Panel All Complete Work Etc Si.No.503 , Supply/Fixing White Glazed Earthern Ware (Orissa Type) Pan 580 Mm Dia (Ch.22 S.No.2+Ch24 S.No.23.111 (B) {1220+249=1469} , Supply/Fixing White Glazed Anglo Indian W.C. Pan 580 Mm Dia. (Ch 22 S.No. 5+ Ch 24 S.No-23.112 (B) {3000+268 = 3268} , Supply/Fixing Wash Hand Basin White Glazed Fire Clay Sink 550X440 Mm Size (Ch 22 S.No-12)+ Ch 24 S.No. 23.127 (A) {895+212=1107} , Pvc Pipe (6Kh/ Cm2.Pressure) Kissan/ Supreme Quality. 75 Mm Dia ( For Extra Air)(Ch-1 Extra Item-33) , Pvc Pipe (6Kh/ Cm2.Pressure) Kissan/ Supreme Quality. 90 Mm Dia (For Rain Water )(Ch-1 Extra Item 32) , Pvc Pipe (6Kh/ Cm2.Pressure) Kissan/ Supreme Quality. 110 Mm Dia (Sewer Line)(Ch-1 Extra Item-31) , Providing And Fixing Brass Bib Cock Isi Marked Approved Quality As Direction Of Engineer In Chare (21 B.15) (2016) 20 Mm Nominal Bore , Squatting Type Urinal Seats For Standard Size 450X350mm Chapter No. 22 S.No. 11 , Supply Of Toti For Urinal All Complete Work Etc. , Supply/Fixing Of Water Tank , All Electric Work Including Connection Of Light, Bulb, Wire Etc Complete. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
19.
Public Administrative Department #11029418 Price Bid
Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , Concrete With 40Mm Gauge Stone Ballest, Cement And Sand In Foundation In The Proportion Of 8:4:1 Including Supply Of All Material, Labour,Tools &Plant As Per S.I No-281 , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , S/L Of 125 Micron Polythene Etc , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
20.
Public Administrative Department #11021152 Price Bid
Tender for construction Karya , Dismantling Of Old Interlock All Complete Work Etc. , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , 12 Mm Thick Plaster In 1:3 Cement & Fine Sand Mortar Etc(Si No 582) , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , S/L Of 125 Micron Polythene Etc , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Supply And Laying Of Local Sand Filling All Complete Work Etc. , Resetting Of Old Interlock All Complete Work Etc. Old 70 Percent , Resetting Of Old Interlock All Complete Work Etc. New 30 Percent , Reinforced Cement Concrete Work With Cement Approved Course Sand 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion Of 1:2:4 In Lintel Of Door And Windows Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing Anf Bending Wire And Including Necessary Centering And Shuttering Etc S.I. No. 283 , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work (When Not Included In An Over All Rates ) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of All Steel And Wastages And Over Lapping And Hookse . (S.I. No. 504) , Supply And Fixing Of 350 Mm Dia Np-3 Hume Pipe Including Cost Of Material Loading Unloading Cartage Up To Site, All Taxes Etc. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
21.
Public Administrative Department #11021150 Technical Bid
Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , Concrete With 40Mm Gauge Stone Ballest, Cement And Sand In Foundation In The Proportion Of 8:4:1 Including Supply Of All Material, Labour,Tools &Plant As Per S.I No-281 , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , 12 Mm Thick Plaster In 1:3 Cement & Fine Sand Mortar Etc(Si No 582) , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Cleaning At Site All Complete Work Etc.. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
22.
Public Administrative Department #11021148 Price Bid
Tender for construction Karya , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , 12 Mm Thick Plaster In 1:3 Cement & Coar Sand Mortar Etc(Si No 583) , providing and laying Cement Concrete 1:2:4 (1Cement ,2C/Sand,4 Stone Gritts 20Mm Gauge ) S.I. No. 279 B , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , S/L Of 125 Micron Polythene Etc , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
23.
Public Administrative Department #11021146 Price Bid
Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , Concrete With 40Mm Gauge Stone Ballest, Cement And Sand In Foundation In The Proportion Of 8:4:1 Including Supply Of All Material, Labour,Tools &Plant As Per S.I No-281 , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work. Chapter No. 6 Sch P.W.D. 305B , 12 Mm Thick Plaster In 1:3 Cement & Fine Sand Mortar Etc(Si No 582) , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Supply And Fixing Of 350 Mm Dia Np-3 Hume Pipe Including Cost Of Material Loading Unloading Cartage Up To Site, All Taxes Etc. Complete. , Supply/Fixing 100/110Mm 0 Pvc Pipe All Complete Work. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
24.
Public Administrative Department #11021145 Price Bid
Tender for construction Karya , Dismantling Of Old Interlock All Complete Work Etc. , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , Concrete With 40Mm Gauge Stone Ballest, Cement And Sand In Foundation In The Proportion Of 8:4:1 Including Supply Of All Material, Labour,Tools &Plant As Per S.I No-281 , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , M-150 First Class Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , 12 Mm Thick Plaster In 1:3 Cement & Coar Sand Mortar Etc(Si No 583) , providing and laying Cement Concrete 1:2:4 (1Cement ,2C/Sand,4 Stone Gritts 20Mm Gauge ) S.I. No. 279 B , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Supply And Fixing Of 350 Mm Dia Np-3 Hume Pipe Including Cost Of Material Loading Unloading Cartage Up To Site, All Taxes Etc. Complete.. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
25.
Public Administrative Department #11021143 Price Bid
Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , Providing And Laying Of Cement Concrete 1:6:12 ( 1 Cement: 6 Fine Sand : 12 Grade Brick Aggregate 40Mm Nominal Side) Including Supply Of Material Labor And T&P Etc. Required For Proper Completion Of The Work And Curing Complete Also Including Cost Of Form Work In Foundation And Floor. Chapter No. 6 Sr. No. 1 Sch P.W.D. 273 , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work. Chapter No. 6 Sch P.W.D. 305B , 12 Mm Thick Plaster In 1:3 Cement & Fine Sand Mortar Etc(Si No 582) , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Supply And Fixing Of 350 Mm Dia Np-3 Hume Pipe Including Cost Of Material Loading Unloading Cartage Up To Site, All Taxes Etc. Complete. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
26.
Public Administrative Department #11021140 Price Bid
Tender for construction Karya , M-150 Class Brick Work In 1:4 Cement And Coarse Sand Of 1.25 Fineness Modulus Mortar In Foundation And Plinth Including Supply Of All Material, Labour And Tools And Plants, Etc. Required For Proper Competition Of The Work Sr. No. 3 (Pwd 305(B) , 12Mm Thick Plaster With Cement Mortar In Proportion Of 1:3 Cement, F Sand Material All Complete Work Etc. Chapter No. 13 Sr. No. 8 Sch. P.W.D. 582 , providing and laying Cement Concrete 1:2:4 (1Cement ,2C/Sand,4 Stone Gritts 20Mm Gauge ) S.I. No. 279 B , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , S/L Of 125 Micron Polythene Etc , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Reinforced Cement Concrete Work In Slab In 1:2:4 Cement, C Sand And 20 Mm Gauge Approved Stone Gried In The Proportion Of 1:2:4 In Slab And Excluding Supply Of Reinforcement And Its Binding The Same Of 24 B.W. Gg.L Binding Wire And Including Necessary Centring And Suttring Etc. And Also Including Supply Cum Material Labour And T&P Etc. Required For Proper Completion Of Work Binding Wire Cost Being Inclulding. , Mild Steel Used Reinforced Cement Concrete Slab/Patiya Etc. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
27.
Public Administrative Department #11021135 Price Bid
Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , providing and laying Cement Concrete 1:6:12 (1 Cement ,6F/Sand ,12 Brick Ballast 40 Mm Nominal Size) Including Supply Of All Materials Labour And T& P Etc (S.I.No. 273) , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , providing and laying Cement Concrete 1:2:4 (1Cement ,2C/Sand,4 Stone Gritts 20Mm Gauge ) S.I. No. 279 B , 12 Mm Thick Plaster In 1:3 Cement & Fine Sand Mortar Etc(Si No 582) , Reinforced Cement Concrete Work With Cement Approved Course Sand 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion Of 1:2:4 In Lintel Of Door And Windows Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing Anf Bending Wire And Including Necessary Centering And Shuttering Etc S.I. No. 283 , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work (When Not Included In An Over All Rates ) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of All Steel And Wastages And Over Lapping And Hookse . (S.I. No. 504) , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
28.
Public Administrative Department #11021132 Price Bid
Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , Concrete With 40Mm Gauge Stone Ballest, Cement And Sand In Foundation In The Proportion Of 8:4:1 Including Supply Of All Material, Labour,Tools &Plant As Per S.I No-281 , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , 12 Mm Thick Plaster In 1:3 Cement & Coar Sand Mortar Etc(Si No 583) , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
29.
Public Administrative Department #11021130 Price Bid
Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , Concrete With 40Mm Gauge Stone Ballest, Cement And Sand In Foundation In The Proportion Of 8:4:1 Including Supply Of All Material, Labour,Tools &Plant As Per S.I No-281 , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , M-150 Class Brick Work In 1:4 Cement And Corase Sand Of 1.25 Fm Mortar In Foundation And Filling Including Supply Of Material Labor And T&P Etc. Required For Proper Competition Of The Work. Chapter No. 6 Sch P.W.D. 305B , 12 Mm Thick Plaster In 1:3 Cement & Fine Sand Mortar Etc(Si No 582) , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer With Motor Grader On Prepared Surface ,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density , Complete As Per Technical Specification Clause 401. , Providing /Laying (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , Construction Of Un-Reinforced, Dowel Jointed,At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Supply And Fixing Of 350 Mm Dia Np-3 Hume Pipe Including Cost Of Material Loading Unloading Cartage Up To Site, All Taxes Etc. Complete. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
30.
Housing Urban and Rular Development #10998108 AOC
( 1 ) Laying Of Cc Road & Construction Of Cc Drain From Nh Road To Anganwadi Center To Bandi Lachamma ( H ) At Madikonda, Division No.34.:- Scarifying The Existing Bituminous Road Surface To A Depth Of 50 Mm And Disposal Of Scarified Material With All Lead And Lifts As Per Technical Specification Clause 305.4.3 Morth ( 2 ) Laying Of Cc Road & Construction Of Cc Drain From Gandi Suresh Kumar ( H ) To Namindla Venkataswamy ( H ) & Mirala Sammaiah House To Diddigam Rajitha House At Madikonda, Division No.34.:- Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Paver In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density. ( 3 ) Laying Of Cc Road & Construction Of Cc Drain From Aruri Nagaraju ( H ) To Vasukula Kumar To Gaddam Sadanandam ( H ) At Madikonda, Division No.34, :- Construction Of Gravel Sub-Base By Providing With 100% Gravel, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 Morth. ( 4 ) Laying Of Cc Road & Construction Of Cc Drain From Rachamalla Venkataswamy ( H ) To Chilumula Bixapathy ( H ) At Madikonda Division No.34, Warangal ( U ) District.:- Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design Using 20Mm Metal 2 / 3 And 12Mm Metal 1 / 3 Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type Caluse 1501.2.2, M30 Grade Coarse And Fine Aggregate Conforming To Is 383, Maximum In A Concrete Mixer Of Not Less Than 0.20Cum Capacity And Approriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Form Work ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Oer Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle Scareed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer Sealant, Dowel Bar, Near Approaches, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days Etc., Complete. ( 5 ) Laying Of Cc Road & Construction Of Cc Drain From Gandi Suresh ( H ) To Chinthagattu Prasanth ( H ) At Madikonda Division No.34, Warangal ( U ) District.:- Plain Cement Concrete Corresponding To ( 1:5:10 ) Prop Mix Nominal Mix ( Cement: Fine Aggregate: Coarse Agregate ) Using 40Mm Size Hard Broken Granite ( Is 383, 1970 ) Metal From Approved Quarry Including Cost And Conveyance Of All Materials Like Cement, Sand, Coarse Agregate, Water Etc., To Site, Including Seigniorage Charges, Sales & Other Taxes On All Materials, All Operational, Incidential, And Labour Charges Such As Mixing, Laying And Ramming Concerete In Layers In Position Not Exceeding 15Cm Finishing Top Surface Curing Concrete Etc., Complete For Finished Item Of Work. ( 6 ) Construction Of Cc Road From Mirala Ilaiah ( 30-9-62 ) ( H ) To Vasukula Babu ( 30-10-153 ) ( H ) At Madikonda Division No.34, Warangal ( U ) District.:- Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design Using 20Mm Metal 2 / 3 And 12Mm Metal 1 / 3 Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type Caluse 1501.2.2. M30 Grade Coarse And Fine Aggregate Conforming To Is 383, Maximum In A Concrete Mixer Of Not Less Than 0.20Cum Capacity And Approriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Form Work ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Oer Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle Scareed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer Sealant, Dowel Bar, Near Approaches, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days Etc., Complete.. ( 7 ) Laying Of Cc Road & Construction Of Cc Drain From Aruri Kanakamma ( H ) To Mathangi Nagesh ( 30-10-148 / 1 ) ( H ) At Madikonda Division No.34, Warangal ( U ) District.:- Construction Of Gravel Sub-Base By Providing With 100% Gravel, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 Morth.
Contract Date: Ref. Documents Contract Value : ₹ 1.00 Crore
Local Bodies No of Bidders 1
Telangana View Result →
31.
Housing Urban and Rular Development #10998107 AOC
( 1 ) Construction Of Box Drain From John ( H ) To Sandela Purushotham ( H ) At Main Road Sc Quarters In Tekulagudem, Division No. 53:- Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom And Backfilling With Approved Material. ( 2 ) Laying Of Cc Road & Construction Of Cc Drain From Mathangi Manikyam ( H ) To Emmadi Ramesh ( H ) At Tekulagudem Division No. 53:- Construction Of Gravel Sub-Base By Providing With 100% Gravel, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 Morth. ( 3 ) Laying Of Cc Road From Koppula Venkateswarlu ( H ) To Boini Krishna ( H ) & From Janapatla Yellaiah ( H ) To Mula Ram Murthy ( H ) At Madikonda, Division No. 53.:- Construction Of Gravel Sub-Base By Providing With 100% Gravel, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 Morth. ( 4 ) Laying Of Cc Road From Kolipaka Mahesh ( H ) To Madellayya Temple At Madikonda, Division No. 53.:- Construction Of Gravel Sub-Base By Providing With 100% Gravel, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 Morth. ( 5 ) Laying Of Cc Road & Construction Of Cc Drain From More Ashok ( # 30-4-197 ) ( H ) To Pottabathini Ramesh ( 30-4-208 ) ( H ) At Madikonda Division No. 53, Warangal ( U ) , District.:-Construction Of Gravel Sub-Base By Providing With 100% Gravel, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 Morth. ( 6 ) Laying Of Cc Road From More Ashok ( # 30-4-197 ) To Narlagiri Gattaiah ( # 30-4-193 ) At Madikonda Division No. 53, Warangal ( U ) District.:- Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design Using 20Mm Metal 2 / 3 And 12Mm Metal 1 / 3 Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type Caluse 1501.2.2, M30 Grade Coarse And Fine Aggregate Conforming To Is 383, Maximum In A Concrete Mixer Of Not Less Than 0.20Cum Capacity And Approriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Form Work ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Oer Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle Scareed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer Sealant, Dowel Bar, Near Approaches, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days Etc., Complete. ( 7 ) Laying Of Cc Road & Construction Of Cc Drain From Annaboina Venkateswarlu ( # 30-4-196 ) To Vengala Sambamurthy ( # 30-4-204 / 1 ) At Madikonda Division No. 53, Warangal ( U ) District.:-Construction Of Gravel Sub-Base By Providing With 100% Gravel, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 Morth.
Contract Date: Ref. Documents Contract Value : ₹ 62.57 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
32.
Housing Urban and Rular Development #10956772 AOC
Tender for Providing, Laying, Spreading And Compacting Of Sukrut Stone Stone Aggregates Of Specific Sizes(22.4-53Mm) To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber,Applying And Brooming ,Binding Materials To Fill-Up The Interstices Of Coars Aggrigate,Watering And Compacting To The Required Density Grading-3 As Per Technical Specification Clause 405.Including All Material, Labour, T&P, Labour Cess Etc All Taxes Etc But Excluding Gst , Construction Of Un Reinforced Plain Cement Concrete Pavement, Thickness As Per Design Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30(Grade) Coarse And Fine Aggregates Confoming To Is:383 Maximum Size Of Coarse Aggreagate Not Exceeding 25 Mm Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design Laid In Approved Fixed Side Formwork (Steel Channel Laying And Fixing Of 125 Micron Thick Polythene Film Wedges Steel Plates Including Levelling The Formwork As Per Drawing) Spreading The Concrete With Shovels Rakes Compacted Using Needle Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Construction Joints And Near Aapproaches And Construction Joints Admixtures As Approved Curing Of Concrete Slabs For 14-Days Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501. As Direction By The E/I,Including All Material, Labour, T&P, Labour Cess Etc All Taxes Etc But Excluding Gst , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lift And Leads , Transporting To Site, Spreading, Grading To Required Slopes And Compacted To Meet Requirment Of Table 300.2 With Lead Upto 2000 M As Per As Per Technical Specification Clause 303.1. Including All Mat
Contract Date: May 02, 2026 Contract Value : ₹ 13.46 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
33.
Housing Urban and Rular Development #10956771 AOC
Tender for Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes 22.4-53Mm (Sukrut Quarry) To Water Bound Macadam (Wbm Grading 3) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause Si No- 405. Including All Material, Labour, T&P, Labour Cess Etc All Taxes Etc But Excluding Gst , Construction Of Unreinforced Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Construction Joints And Near Approaches And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days,Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501.Including All Material, Labour, T&P, Labour Cess Etc All Taxes Etc But Excluding Gst , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000M As Per Technical Specification Clause As Per Mord 303.1 I
Contract Date: May 02, 2026 Contract Value : ₹ 14.54 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
34.
Housing Urban and Rular Development #10955319 Technical Bid
Tender for Excavation For Roadway In Soil By Mechanical Means Including Cutting And Pushing The Earth To Site Of Embankment Upto A Distacnce Of 100 M. Including Trimming Bottom And Side Slopes In Accordance With Requirements Of Lines, Grades And Cross-Section. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Construciton Of Embankment With Apporved Material Obtained From Borrow Pis With A Lift Upto 1.5M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Reqirement Of Tables 300.1 And 300.2 With A Lead Upto 100 As Per Technical Specification Clause 301.5. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Construciton Of Subgrade And Earthen Shouldres With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Tranporting To Site, Spreading, Grading To Required Slpoe And Compacted Meet Requirement Of Table 300.2 With Lead Upto 100M As Per Technical Specification Clause 303.1. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface., Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, As Per Mord Specification 401. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing,Laying And Spreading Material On A Prepared Sub Cement @ 4% By Weight To The Spread Material Manually, Mixing In Place With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And Form A Layer Of Base. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Brick Lining On Both Side Of The Road Of M-150 Bricks 7 Cm. Wide. 11 Cm. Deep, Laid With Mud Mortar Including Labour & Supply Of Bricks Finished To The Required Template And In Proper Alignment And Also Including Dressing And Ramming The Excavated Earth As Directed By The Engineer-In-Charge. Sor No. Ch-4, Si.No-4. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Applying Tack Coat With Bitumen Vg-10 Grade Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Granular Surface Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Laying And Rolling Of Open Graded Premix Carpet By Manual Means Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Agregates Using V.G.-10 Grade Bitumen Bitumen To Required Line Grade And Level To Serve As Wearing Course On Previously Prepared Base By Manual Mord Specific Ations 508 (Excluding Cost Of Labour Cess & Gst). Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Laying Seal Coat By Manual Means With 80/100 Grade Bitumen Sealing The Voids In Bitumens Surface Laid To The Specified Levels Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 (Excluding Cost Of Labour Cess & Gst). Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. Dsr 2023 Si. No. 2.6.1 Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering All Work Up To Plinth Level: 1:3:6 (1 Cement: 3 Coarse Sand (Zone-Iii) Derived From Natural Sources: 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Dsr 2023 Si.No. 4.1.5 Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level: 1:1.5:3 (1 Cement: 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources: 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Dsr 2023 Si.No. 5.1.2. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Supplying, Fitting And Placing Tmt Bar Reinforcement (Fe 415) In Sub-Structure Complete As Per Drawing And Technical Specifications. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Construction Of 350 Mm Dia Np-3 Hume Pipe Culvert. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Fixing Of Km. Stone And Fixing Of Hecto Meter Stone. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Providing And Erecting Direction And Place Identification Retro-Reflectiorised Sign As Per Irc-67 Made Of High Intensity Grade Sheeting The Retro- Reflecive Sheeting Type-Iv Shall Be Tested For 3 Year Outdoor Weathering Test In Indian Conditions As Per Irc 67-2012 & Proof Of The Same In Form Of Government Report Shall Be Uploaded While Quoting Tender Vide Mor&Th Clause 801.3 Fixed Over Aluminium Sheeting 2Mm Thick With Area Exceeding 0.9 Sqm Supported On A Miled Steel Single Angle Iron Post 75X75x6 Mm Firmly Fixed To The Ground By Means Of Property Designed Foundation With M-15 Grade Cement Concrete 45X45x60 Cm Below Ground Level As Per Approved Drawing Complete, As Per Direction E-In-Charge Note: The Composite Warranty Jointly Signed By Original Manufacturer & Authorized Converter Of At Least 7 Years Shall Be Furnished On Non Judicial Stamp Of Required Denomination Both For Retro Reflective Sheet And Also Complete Signage. New Item No Add Iind Post @700. , Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501. Including Supply Of All Material Labour, T&P Etc Also Including Labour Cess, Royalty And All Other Applicable Taxes (But Excluding Gst) Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
Telangana View Result →
36.
Rural Development #10944272 Technical Bid
Tender For road work Halkadhipa Pwd Road To Sankarbahal Village- 1 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. as per approved Drawing & Technical Specifications and as per Clause - 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) as per direction of the Engineer in Charge 2 Dismantling of existing structures like Culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 3 Concrete Items 4 Construction of embankment with approved materials deposited at site fromBorrow Pit and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).as per the Direction of Engineer in Charge . 5 With mechanical lead upto 1000m 6 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).as per the Direction of Engineer in Charge . 7 Fine dressing and turfing with one extra lead of 50m and 1.5m one extra lift as per Sepification and direction of Engineer-in-charge. 8 Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) 9 Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) 10 Providing and applying Primer Coat with bitumen emulsion on prepared surface pf granular base including clearing of road surface & spraying primer at the rate of 0.60kg/sqm using mechanical means including all cost, carriage, royality, taxes of materials etc. 11 Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg/sqm including all cost, carriage, royality, taxes of materials etc. 12 Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled, vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) as per the Direction of Engineer in Charge . 13 SDBC Grading -II 14 Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. 15 Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (PCC grade M15) 16 Foundation 17 Substructure 18 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. 19 PCC M 30 20 Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. 21 P.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying as per the Direction of Engineer in Charge 22 Foundation 23 R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying as per the Direction of Engineer in Charge 24 Substructure 25 R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. 26 Substructure 27 Superstructure 28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications 29 Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets and as per irection of Engineer-in charge. 30 1000 mm dia 31 Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete. 32 Weepholes 33 Providing and fixing of typical MMSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing . 34 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MoRD 35 600mm equilateral triangle 36 800 mm x 600 mm Rectangular 37 600mm Circular 38 Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification. 39 Fixing of Orninary Km. Stone 40 Fixing or 200m Stone 41 Guide Post 42 Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge 43 1st year 44 2nd year 45 3rd year 46 4th year 47 5th year 48 Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge. 49 1st year 50 2nd year 51 3rd year 52 4th year 53 5th year 54 Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903. 55 1st year 56 2nd year 57 3rd year 58 4th year 59 5th year 60 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge. 61 1st year 62 2nd year 63 3rd year 64 4th year 65 5th year 66 Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge. 67 1st year 68 2nd year 69 3rd year 70 4th year 71 5th year 72 Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge. 73 1st year 74 2nd year 75 3rd year 76 4th year 77 5th year 78 Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 79 1st year 80 2nd year 81 3rd year 82 4th year 83 5th year 84 Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 85 1st year 86 2nd year 87 3rd year 88 4th year 89 5th year 90 Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge 91 1st year 92 2nd year 93 3rd year 94 4th year 95 5th year 96 White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge. 97 1st year 98 2nd year 99 3rd year 100 4th year 101 5th year Please Enable Macros to View BoQ information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Odisha View Result →
37.
Housing Urban and Rular Development #10911425 Price Bid
Tender for 2.28.1Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M , 2.6.1Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. 2.6.1 All Kinds Of Soil , 2.25Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 And For All Lift. , 2.25(A)Excavating, Supplying, Stacking And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Foundation Trenches, Plinth, Sides Of Foundation Etc. Complete For All Lift. , 1.1.2Supplying And Filling Of Earth By Mechanical Transport Including Loading, Unloading & Stacking Beyond 5Km Upto 10Km & Beyond 10Km Upto 20Km (Including All) , 2.27Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. , 2.35.3.1Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos / Lindane E.C. 20% With 1% Concentration , 4.17Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand (Zone - Iii) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. , 4.1.8Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth 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) , 4.1.4Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , 6.1.2Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 5.33.1.1Providing 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, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: 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. All Works Upto Plinth Level - Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , 5.33.2.1Providing 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, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete. Note: 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. All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , 5.22.6Steel Reinforcement For Reinforced Cement Concrete 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 , 5.22A6steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , 5.9.1Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Foundations, Footings, Bases For Columns, Etc. For Mass Concrete , 5.9.6Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Columns, Pillars, Piers, Abutments, Posts And Struts , 5.9.21Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers With Water Proof Ply 12 Mm Thick , 5.9.20Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Suspended Floors, Roofs, Landings, Balconies And Access Platform With Water Proof Ply 12 Mm Thick , 5.9.7Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Stairs, (Excluding Landings) Except Spiral-Staircases , 6.4.2Brick 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 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 6.13.2Half Brick Masonry 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. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , 6.15Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry , 13.2.215 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix: 1:6 (1 Cement: 6 Fine Sand) , 13.1.212 Mm Cement Plaster: 1:6 (1 Cement: 6 Fine Sand) , 13.16.16 Mm Cement Plaster Of Mix : 1:3 (1 Cement : 3 Fine Sand) , 10.15.1Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular/ L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of cement concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , 9.20.1Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters: 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws , 10.11.1Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side /Top /Centre Hung, With Beading And All Members Such As F7d,F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings,Glass Panes Complete All As Per Approved Design, (Sectional Weight Of Only Steel Members Shall Be Measured For Payment). Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of cement concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , 10.3Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes , 9.48Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding , 9.51.2Providing And Fixing Fly Proof Galvanized M.S. Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia 0.63 Mm All Complete. With Second Class Teak Wood Beading 62X19 Mm , 9.100.1Providing And Fixing Aluminium Handles, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete : 125 Mm , 9.97.1Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete :300X10 Mm , 9.96.1Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete : 300X16 Mm , 9.103.1Providing And Fixing Bright Finished Brass 100 Mm Mortice Latch And Lock, Isi Marked, With Six Levers And A Pair Of Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Aluminium Lever Handles Of Approved Quality With Necessary Screws Etc. Complete. , 9.101.1Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour And Shade With Necessary Screws Etc. Complete. Single Rubber Stopper , 9.109Providing And Fixing Ptmt Door Catcher Of Length 72 Mm And Dia. Of 42 Mm With Suitable Washers Weighing Not Less Than 33 Gms , 8.31Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , 11.41.2Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , 11.47.2Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer), With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Brand & Manufacturer, In All Colours And Shade, In Skirting, Riser Of Steps, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is: 15477, In Average 6 Mm Thickness, Including Grouting Of Joints (Payment For Grouting Of Joints To Be Made Separately). Size Of Tile 600X600 Mm , 11.38Providing And Laying Rectified Glazed Ceramic Floor Tiles Of Size 300X300 Mm Or More (Thickness To Be Specified By The Manufacturer), Of 1St Quality Conforming To Is : 15622, Of Approved Make, In All Colours, Shades, Except White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Pointing The Joints With White Cement And Matching Pigments Etc., Complete. , 11.56.1Providing And Laying Polished Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing , Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge. 11.56.1 Polished Granite Stone Slab Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent , 13.8Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , 13.41.1Distempering With 1St Quality Acrylic Distemper (Ready Mixed) Having Voc Content Less Than 50 Gram/Litre, Of Approved Manufacturer And Of Required Shade And Colour All Complete To Achieve Even Shade And Colour : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Having Voc Content Less Than 50 Gram/Litre , 13.46.1Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sq M Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sq M) , 13.62.1Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , 10.26.1Providing And Fixing Hand Rail Of Approved Size By Welding Etc. To Steel Ladder Railing, Balcony Railing, Staircase Railing And Similar Works, Including Applying Priming Coat Of Approved Steel Primer. M.S. Tube , 22.5Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : (A) First Layer Of Slurry Of Cement @ 0.488 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg/ Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. (B) Second Layer Of Slurry Of Cement @ 0.242 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg/Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. (The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. , 5.3Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding To Reinforced Cement Concrete Projections. , 22.1.Iproviding And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc Consisting Of Following Operations: (A) Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is. 2645 And Approved By Engineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoining Walls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. (B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge. (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep. (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge : 22.7.1 With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm. , 18.7.1Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply And All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge.15 Mm Dia , 18.7.2Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply And All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge.20 Mm Dia , 18.7.3Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply And All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge.25 Mm Dia , 18.7.4Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply And All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge.32 Mm Dia , 18.7.5Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply And All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge.40 Mm Dia , 18.7.6Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply And All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge.50 Mm Dia , 18.9.7Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge , 18.51.1Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms. 15 Mm Nominal Bore , 18.84.1Providing & Fixing Chrome Plated Brass Battery Based Infrared Sensor Operated Pillar Cock, Having Foam Flow Technology. , 18.53.1Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 , 18.10.1Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc. Internal Work - Exposed On Wall 15 Mm Dia , 18.10.3Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc. Internal Work - Exposed On Wall 25 Mm Dia , 18.10.6Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc. Internal Work - Exposed On Wall 50 Mm Dia , 18.18.1Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 15 Mm Normal Bore , 18.18.2Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 20 Mm Normal Bore , 18.17.1Aproviding And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) 20 Mm Noramal Bore , 18.17.1Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) 25 Mm Noramal Bore , 18.19.5.1Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality (Screwed End) : , 18.48Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank, Is : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. , 17.3.1Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required : W.C. Pan With Isi Marked White Solid Plastic Seat And Lid , 17.16Aproviding And Fixing 8 Mm Dia C.P. / S.S. Jet With Flexible Tube Upto 1 Metre Long With S.S. Triangular Plate To Eureopean Type W.C. Of Quality And Make As Approved By Engineer - In - Charge , 17.7.8Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: White Vitreous China Surgeon Type Wash Basin Of Size 660X460 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps With Elbow Including Operated Levers , 17.10.1Providing And Fixing Stainless Steel A Isi 304 (18/8) Kitchen Sink As Per Is:13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required : Kitchen Sink With Drain Board - 510X1040 Mm Bowl Depth 250 Mm , 17.69.2Providing And Fixing Ptmt Waste Coupling For Wash Basin And Sink, Of Approved Quality And Colour. Waste Coupling 38 Mm Dia Of 83 Mm Length And 77 Mm Breadth, Weighing Not Less Than 60 Gms , 17.28.2.1Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete. Flexible Pipe 32 Mm Dia , 17.22Aproviding And Fixing Cp Brass 32Mm Size Bottle Trap Of Approved Quality & Make And As Per The Direction Of Engineer-In-Charge. , 17.22Bproviding And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. , 17.35.1.3Providing And Fixing Soil , Waste And Vent Pipes: Hubless Centrifugally Cast (Spun) Iron Pipes Epoxy Coated Inside & Outside Is:15905 100 Mm Dia , 17.35.2.3Providing And Fixing Soil , Waste And Vent Pipes: Hubless Centrifugally Cast (Spun) Iron Pipes Epoxy Coated Inside & Outside Is:15905 75 Mm Dia , 18.65Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. , 17.37.1Providing And Fixing M.S Holder-Bat Clamps Of Approved Design To Sand Cast Iron/ Cast Iron (Spun) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10 Cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Including Cost Of Cutting Holes And Making Good The Walls Etc. 100 Mm Dia , 17.37.2Providing And Fixing M.S Holder-Bat Clamps Of Approved Design To Sand Cast Iron/ Cast Iron (Spun) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10 Cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Including Cost Of Cutting Holes And Making Good The Walls Etc. 75 Mm Dia , 17.38.1.1Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete 100 Mm Dia , 17.38.2.1Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete 75 Mm Dia , 17.39.1.1Providing And Fixing Plain Bend Of Required Degree Sand Cast Iron S&S As Per Is - 1729 100 Mm Dia , 17.39.2.1Providing And Fixing Plain Bend Of Required Degree Sand Cast Iron S&S As Per Is - 1729 75 Mm Dia , 17.60.1.2Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : Sand Cast Iron S&S As Per Is: 1729 100 Mm Inlet And 100 Mm Outlet , 17.60.2.2Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : Sand Cast Iron S&S As Per Is: 1729 100 Mm Inlet And 75 Mm Outlet , 17.32.1Providing And Fixing Mirror Of Superior Glass (Of Approved Quality) And Of Required Shape And Size With Plastic Moulded Frame Of Approved Make And Shade With 6 Mm Thick Hard Board Backing , 17.56.1.1Providing And Fixing Terminal Guard Sand Cast Iron S&S As Per Is - 1729 100 Mm Dia , 17.56.2.1Providing And Fixing Terminal Guard Sand Cast Iron S&S As Per Is - 1729 75 Mm Dia , 17.57.1.1Providing And Fixing Collar : Sand Cast Iron S&S As Per Is - 1729 100 Mm Dia , 17.57.2.1Providing And Fixing Collar : Sand Cast Iron S&S As Per Is - 1729 75 Mm Dia , 17.71Providing And Fixing Ptmt Liquid Soap Container 109 Mm Wide, 125 Mm High And 112 Mm Distance From Wall Of Standard Shape With Bracket Of The Same Materials With Snap Fittings Of Approved Quality And Colour, Weighing Not Less Than 105 Gms , 17.72Providing And Fixing Ptmt Towel Ring Trapezoidal Shape 215Mm Long, 200Mm Nos. Wide With A Minimum Distances Of 37Mm From Wall Face With Concealed Fittings Arrangement Of Approved Quality And Colours Weighing Not Less Than 80 Gms , 17.73.2Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. (For Bath) , 17.74Providing And Fixing Ptmt Shelf 440 Mm Long, 124 Mm Width And 36 Mm Height Of Approved Quality And Colour, Weighing Not Less Than 300 Gms. , 18.22.1Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 100 Mm Diameter , 18.77Cutting Holes Up To 15X15 Cm In Reinforced Cement Concrete Floors And Roofs For Passing Drain Pipe Etc. And Repairing The Hole After Insertion Of Drain Pipe Etc. With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Including Finishing Complete So As To Make It Leak Proof. , 12.41.2Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes. , 2.8.1Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 2.8.1 All Kinds Of Soil , 5.9.5Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 5.9.3Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Suspended Floors, Roofs, Landings, Balconies And Access Platform , 5.9.2Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , 5.10.4Providing And Fixing Tie Bolt, Spring Coil And Plastic Cone In Wall Shuttering Complete As Per The Direction Of Engineer-In-Charge.20 Mm Dia.& 225 Mm Length , 13.7.212 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement :1:4 (1 Cement : 4 Fine Sand) , 19.32.1Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design.With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , 5.1.2Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level [ 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii): 3 Graded Stone Aggregate 20 Mm Nominal Size) ] , 5.2.2Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) , 6.4.1Brick 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 :Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , 16.53.1Providing And Fixing Concertina Coil Fencing With Punched Tape Concertina Coil 600 Mm Dia 10 Metre Openable Length ( Total Length 90 M), Having 50 Nos Rounds Per 6 Metre Length, Upto 3 M Height Of Wall With Existing Angle Iron ‘Y Shaped Placed 2.4M Or 3.00 M Apart And With 9 Horizontal R.B.T. Reinforced Barbed Wire, Stud Tied With G.I. Staples And G.I. Clips To Retain Horizontal, Including Necessary Bolts Or G.I. Barbed Wire Tied To Angle Iron, All Complete As Per Direction Of Engineer-In-Charge, With Reinforced Barbed Tape(R.B.T.) / Spring Core (2.5Mm Thick) Wire Of High Tensile Strength Of 165 Kg/ Sq.Mm With Tape (0.52 Mm Thick) And Weight 43.478 Gm/ Metre (Cost Of M.S. Angle, Cement Concrete Blocks Shall Be Paid Separately) , 1.1.2Supplying And Filling Of Earth By Mechanical Transport Including Loading, Unloading & Stacking Beyond 5Km Upto 10Km & Beyond 10Km Upto 20Km (Including All) , 16.92.1Providing And Fixing 10X10x7.50 Cm Granite Stone Block Hand Cut And Chisel Dressed On Top, For Paving In Floors, Drains Etc. Laid Over 20 Mm Thick Base Mortar 1:4 (1 Cement : 4 Coarse Sand) With Joints 10 Mm Wide Filled With Same Mortar Including Ruled Pointing Etc. Complete As Per Direction Of Engineer-In-Charge. , 16.69.1Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In-Charge (Length Of Finished Kerb Edging Shall Be Measured For Payment). (Precast cement concrete Kerb Stone Shall Be Approved By Engineer-In-Charge) , Aor2019supply, Installation, Testing And Commissioning Of Ongrid Solar Photovoltaic Power Plant Conforming To Mnre Specifications As Amended, Consisting Of Mono/Poly Crystalline Silicon Solar Cells, Net Metering Facility, Necessary Protections, Earthing, Mounted On Aluminium/Gi Structure Of Suitable Strength With Following Components Complete As Required:- A) Solar Photovoltaic Module Of Capacity 330 Wp Or Above, Manufactured In India, Conforming To Is 14286/Iec 61215, Is/Iec 61730-Part-1, Is/Iec 61730-Part-2. Solar Photovoltaic Module Conversion Efficiency Shall Not Be Less Than 16.5%. Pv Modules Used In Solar Power Plants/ Systems Must Be Warranted For Their Output Peak Watt Capacity, Which Should Not Be Less Than 90% At The End Of 10 Years And 80% At The End Of 25 Years. B) Power Conditioning Unit (Pcu) Of 350-800 V Dc Input Voltage Range And 400 V Ac, Three Phase, 4 Wire, 50Hz +/- 2.5 Hz, Output Voltage Suitable To Generate Ac Power With Efficiency Not Less Than 97%, Total Harmonic Distortion Less Than 3% And Suitable For Ambient Temperature From 0 To 50 Degree C. The Pcu Shall Adjust The Voltage And Frequency Level To Suit The Grid Voltage Frequency. , 2-2 Miscconcrete With Cement, Coarse Sand And 40Mm Gauge Stone Ballast In Proportion 1:4:8 In Foundations And Floors Including Supply Of All Material, Labour And T&P Etc. Required For Proper Completion Of The Work. As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , 4-2-4 Mordgravel/Soil Aggregate Base/Subbase Nominal Maximum Size Grading 80 Mm (Table 2.3 Of Irc Sp 77-2008) Construction Of Gravel/ Soil Aggregate Subbase/ Base By Providing Well Graded Material Of Nominal Maximum Size Grading 80 Mm As Per Table 2.3 Of Irc Sp 772008, Spreading In Uniform Layers With Tractor Mount Appropriate Grading Arrangements On Prepared Surface, Mixing By Mix In Place Method At Omc With Tractor Mount Appropriate Rotavator Attachment And Compaction With Three Wheel 80100 Kn Static Roller Capacity To Achieve The Desired Density Complete As Per Specifications Contained In Para 2.2, 3.6 And 3.7 Of Irc Sp 77-2008. , 4-7-3A Mordwater Bound Macadam Sub-Base/Base Wbm Grading 3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. By Manual Means , 2-3 Misccement Concrete (Pcc M-30) Pavement:- Construction Of Un-Reinforced, Cement Concrete Pavement, Thickness As Per Design, Over A Prepeared Sub Base With 43 Grade Cement Or Any Other Type Plain Cement Concrete Grade M 30, Coarse And Fine Aggregates Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Then 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of Wedges, Steel Plates Including Levelling The Formwork, As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, And Plate Vibrators, Finished In Continuous Operation And Curing Of Concrete Slabs For 14 Days, Using Curing Compound Where Specified And Water Finishing To Lines And Grade As Per Drawings And Technical Specifications. , 1.10.3Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , .1.12Wiring For Light/ Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loopearthing As Required , 1.14.1Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required.2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire (For Circuit Wiring & Light Plug Wiring) , 1.14.2Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required.2 X 6 Sq. Mm + 1 X 6 Sq. Mm (For Single Phase Db. From Sub Panel To Db) , 1.14.4Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required4 X 6 Sq. Mm + 2 X 6 Sq. Mm (For Three Phase Db. From Sub Panel To Db) , 1.14.9Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 4 X 10 Sq. Mm + 2 X 6 Sq. Mm (For Three Phase Db. From Sub Panel To Db) , 1.14.10Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 4 X 16 Sq. Mm + 2 X 16 Sq. Mm (For Three Phase Db. From Sub Panel To Db) , 1.14.11Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 4 X 16 Sq. Mm + 2 X 16 Sq. Mm (For Three Phase Db. From Sub Panel To Db) , 1.24.1Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required 5/6 A Switch , 1.24.4Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required 3 Pin 5/6 A Socket Outlet , 1.24.3Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required 15/16 A Switch , 1.24.5Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required 6 Pin 15/16 A Socket Outlet , .1.31Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 3 Pin 5/6 A Modular Socket Outlet And 5/6 A Modular Switch, Connections Etc. As Required. , .1.32Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5/6 & 15/16 A Modular Socket Outlet And 15/16 A Modular Switch, Connections Etc. As Required. , .2.19Supplying And Fixing 20 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 20 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Out Let And Complete With Connections, Testing And Commissioning Etc. As Required. , .1.25Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. , .1.33Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box/ Wooden Block Including Connections Etc. As Required. , .1.34Supplying And Fixing Brass Batten/ Angle Holder Including Connection Etc. As Required , 1.27.1Supplying And Fixing Following Size/ Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required.1 Or 2 Module (75Mmx75mm) , 1.24.7Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required.Tv Antenna Socket Outle , 1.24.8Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. Reqired Bell Push , 1.21.1Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 20 Mm , 1.21.2Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 25 Mm , 1.53.1Supplying And Drawing Of Utp 4 Pair Cat 6 Lan Cable In The Existing Surface/ Recessed Steel/ Pvc Conduit As Required. 1 Run Of Cable , .1.41Installation, Testing And Commissioning Of Pre-Wired, Fluorescent Fitting / Compact Fluorescent Fitting Of All Types, Complete With All Accessories And Tube/Lamp Etc. Directly On Ceiling/ Wall, Including Connections With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable And Earthing Etc. As Required. , 1.50.1Installation Of Exhaust Fan In The Existing Opening, Including Making Good The Damage, Connection, Testing, Commissioning Etc. As Required.Upto 450 Mm Sweep , .1.51Extra For Fixing The Louvers/ Shutters Complete With Frame For A Exhaust Fan Of All Sizes. , .10.18Providing And Fixing Circular/ Hexagonal Cast Iron Or M.S. Sheet Box For Ceiling Fan Clamp, Of Internal Dia 140 Mm, 73 Mm Height, Top Lid Of 1.5 Mm Thick M.S. Sheet With Its Top Surface Hacked For Proper Bonding, Top Lid Shall Be Screwed Into The Cast Iron/ M.S. Sheet Box By Means Of 3.3 Mm Dia Round Headed Screws, One Lock At The Corners. Clamp Shall Be Made Of 12 Mm Dia M.S. Bar Bent To Shape As Per Standard Drawing. , .19.1Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value (Cm/M/W) Minimum 6.00, Air Delivery Minimum 210 Cum/Min , 350 Rpm (Tolerance As Per Is : 374-2019), Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. , 2.10.1Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.Single Pole , .2.11Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. , 2.3.2Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) 8 Way Double Door , 2.4.3Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) 8 Way (4 + 24), Double Door , 2.13.1Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 40A , 2.13.2Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 63A , 2.14.1Supplying And Fixing Following Rating, Double Pole, (Single Phase And Neutral), 240 V, Residual Current Circuit Breaker (Rccb), Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.25 A , 2.14.2Supplying And Fixing Following Rating, Double Pole, (Single Phase And Neutral), 240 V, Residual Current Circuit Breaker (Rccb), Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.25 A , 2.14.3Supplying And Fixing Following Rating, Double Pole, (Single Phase And Neutral), 240 V, Residual Current Circuit Breaker (Rccb), Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.63A , 7.1.2Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size Direct In Ground Including Excavation, Sand Cushioning, Protective Covering And Refilling The Trench Etc As Required.Above 35 Sq. Mm And Upto 95 Sq. Mm , 9.1.13Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required.3 X 95 Sq. Mm (38Mm) , 4.6.1Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray (Galvanisation Thickness Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required.100 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.6.2Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray (Galvanisation Thickness Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required.150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.6.3Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray (Galvanisation Thickness Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required.225 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.6.6Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray (Galvanisation Thickness Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required.450 Mm Width X 50 Mm Depth X 2.0 Mm Thickness , 4.7.1Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Bends (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required.100 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.7.2Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Bends (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required.125 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.7.3Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Bends (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required.250 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.7.6Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Bends (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required.450 Mm Width X 50 Mm Depth X 2.0 Mm Thickness , 4.8.1Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Tee (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required 100 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.8.2Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Tee (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.8.3Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Tee (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required 250 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.8.6Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Tee (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required 450 Mm Width X 50 Mm Depth X 2.0 Mm Thickness , 4.9.1Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Cross Member(Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc As Required.100 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.9.2Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Cross Member(Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc As Required.150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.9.3Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Cross Member(Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc As Required.250 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.9.6Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Cross Member(Galvanisation Not Less Than 50 Microns) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc As Required.450 Mm Width X 50 Mm Depth X 2.0 Mm Thickness , 4.10.1Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Reducer (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc As Required.100 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.10.2Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Reducer (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc As Required.150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.10.3Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Reducer (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc As Required.250 Mm Width X 50 Mm Depth X 1.6 Mm Thickness , 4.10.6Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray Reducer (Galvanisation Not Less Than 50 Microns) With Perforation Not More Than17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc As Required.450 Mm Width X 50 Mm Depth X 2.0 Mm Thickness , Nsithe Maximum Allowable Temperature For The Bus Bar To Be Restricted To 90 Deg C. The Temperature Rise Should Be Restricted To 45 Deg C Above Ambient Temperature.Complete Panel As Above And Complete , Gemsproviding And Supplying Of Led Batten 20 Watts 1150 Mm , Gemsproviding And Supplying Of 9W Led Bulb With Battery-Is:16102, Warranty For Free Replacement 1 Year , Gemsproviding And Supplying Of 12W Warm White Ceramic Circular Led Surface Ceiling Light , Gemsproviding And Supplying Of 1200Mm Bldc Motor Electric Ceiling Fan , Gemsproviding And Supplying Of Aluminium Wall Fan 2 Year Warranty , Gemsproviding And Supplying Of Exhaust Fan 300 Mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttarakhand View Result →
38.
Housing Urban and Rular Development #10894735 AOC
Tender for Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of Regular Pits Not Exceeding 1/2 Meter (20) In Depth And Earth Work In Embankment To Be In 20 Cm (8) Layers Including Ramming And Dressing The Surface To Required Level And Slopes And Also Including 1.500 M (5Ft) Lift And 30M (100) Lead The Earth From Cutting To Be Used In Making Embankment Or To Be Depodited As Spoil Banks Within 30M (100) Distance. , Construction Of Granular Sub-Base By Providing Close Graded Material , Spreading In Uniform Layers With Motor Grader On Prepared Surface , Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Vibratory Rollar To Achieve The Desired Density , Complete As Per Clause 401 , Construction Of Granular Sub-Base By Providing Close Graded Material , Spreading In Uniform Layers With Motor Grader On Prepared Surface , Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Vibratory Rollar To Achieve The Desired Density , Complete As Per Clause 401 (For Cc) , Providng & Laying , Spreading And Compacting Stone Aggregates Of Specific Sizes (22.4-53 Mm S.S.B) .To Water Bound Macadam Specification Including Spreading In Uniform Thickness , Hand Packing , Rolling With Smooth Roller 80-100 Kn In Stage To Proper Grade And Camber , Applying And Brooming , Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate , Watering And Compacting To The Require Density Grading 3 As Per Technical Specification Clause 405.(For Cc) , Providing , Laying And Spreading Material On A Prepared Subgrade Adding Cement @2% By Weight To The Spread Material Manually, Mixingin Place With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Sub Base. , Providing , Laying And Spreading Material On A Prepared Subgbase Adding Cement @ 4% By Weight To The Spread Material Manually, Mixingin Place With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Sub Base. , Providing And Applying Tack Coat With Bitumen Vg-10 Pressure Distributor At The Rate Of 0.30 Kg. Per Sqm On The Prepared Granular Surface Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clasue 503. , Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 13.2 Mm. To 11.2 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line. Grade And Level To Serve As Wearing Coarse On A Perviously Prepared Base, Including Mixing In Suitable Plant , Laying And Rolling With A Three Wheeled 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clasue 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C Seal Coat As Per Technical Spefification Clause -510. , Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M 30 (Grade), Coarse And Fine Aggregates Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete Withshovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints.Etc Complete. , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1.(For Cc) , Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom, Backfilling The Excavation Earth To The Extent Required And Utilising The Remaining Earth Locally For Road Work. , Plain Cement Concrete 1:3:6 Nominal Mix In Foundation With Crushed Stone Aggregate 40 Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing For 14 Days. , Reinforced Cement Concrete Complete As Per Drawing And Technical Specifications. (Rcc Grade M20) , Supplying, Fitting And Placing Uncoated Hysd Bar Reinforcement In Foundation Complete As Per Drawing And Technical Specifications , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Sand Filling In Foundation Trenches As Per Drawing & Technical Specification , Plain/Reinforced Cement Concrete In Open Foundation Complete As Per Drawing And Technical Specifications. (Pcc Grade M15 Using Batching Plant & Manual Placing) , Plain/Reinforced Cement Concrete Complete As Per Drawing And Technical Specifications.Rcc Grade M30 Using Batching Plant , Construction Of Weep Holes With 100Mm Dia Ac Pipe As Per Direction Of E/I. , Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Technical Specification , The Routine Maintenance Of Above Link Road Including Embankment,Patri,Pavement, Road Sides And Cross Drains, Hume Pipe Culvert Etc To The Required Standards And In The Manner As Defined In Cb Condition And Keep The Entire Road Surface And Structure In Defect Free Condition During The Entire Maintenance Period Which Begins From The Actual Completion Date And Ends After Five Years.(Including Cost Of Material T&P Labour But Excluding Gst) For 1St Year Maintenance Cost (For Pc) , The Routine Maintenance Of Above Link Road Including Embankment,Patri,Pavement, Road Sides And Cross Drains, Hume Pipe Culvert Etc To The Required Standards And In The Manner As Defined In Cb Condition And Keep The Entire Road Surface And Structure In Defect Free Condition During The Entire Maintenance Period Which Begins From The Actual Completion Date And Ends After Five Years.(Including Cost Of Material T&P Labour But Excluding Gst) For 2Nd Year Maintenance Cost (For Pc) , The Routine Maintenance Of Above Link Road Including Embankment,Patri,Pavement, Road Sides And Cross Drains, Hume Pipe Culvert Etc To The Required Standards And In The Manner As Defined In Cb Condition And Keep The Entire Road Surface And Structure In Defect Free Condition During The Entire Maintenance Period Which Begins From The Actual Completion Date And Ends After Five Years.(Including Cost Of Material T&P Labour But Excluding Gst) For 3Rd Year Maintenance Cost (For Pc) , The Routine Maintenance Of Above Link Road Including Embankment,Patri,Pavement, Road Sides And Cross Drains, Hume Pipe Culvert Etc To The Required Standards And In The Manner As Defined In Cb Condition And Keep The Entire Road Surface And Structure In Defect Free Condition During The Entire Maintenance Period Which Begins From The Actual Completion Date And Ends After Five Years.(Including Cost Of Material T&P Labour But Excluding Gst) For 4Th Year Maintenance Cost (For Pc) , The Routine Maintenance Of Above Link Road Including Embankment,Patri,Pavement, Road Sides And Cross Drains, Hume Pipe Culvert Etc To The Required Standards And In The Manner As Defined In Cb Condition And Keep The Entire Road Surface And Structure In Defect Free Condition During The Entire Maintenance Period Which Begins From The Actual Completion Date And Ends After Five Years.(Including Cost Of Material T&P Labour But Excluding Gst) For 5Th Year Maintenance Cost (For Pc) , The Routine Maintenance Of Above Link Road Including Embankment,Patri,Pavement, Road Sides And Cross Drains, Hume Pipe Culvert Etc To The Required Standards And In The Manner As Defined In Cb Condition And Keep The Entire Road Surface And Structure In Defect Free Condition During The Entire Maintenance Period Which Begins From The Actual Completion Date And Ends After Five Years.(Including Cost Of Material T&P Labour But Excluding Gst) For 1St Year Maintenance Cost (For cement concrete Road & Culvert) , The Routine Maintenance Of Above Link Road Including Embankment,Patri,Pavement, Road Sides And Cross Drains, Hume Pipe Culvert Etc To The Required Standards And In The Manner As Defined In Cb Condition And Keep The Entire Road Surface And Structure In Defect Free Condition During The Entire Maintenance Period Which Begins From The Actual Completion Date And Ends After Five Years.(Including Cost Of Material T&P Labour But Excluding Gst) For 2Nd Year Maintenance Cost (For cement concrete Road & Culvert) , The Routine Maintenance Of Above Link Road Including Embankment,Patri,Pavement, Road Sides And Cross Drains, Hume Pipe Culvert Etc To The Required Standards And In The Manner As Defined In Cb Condition And Keep The Entire Road Surface And Structure In Defect Free Condition During The Entire Maintenance Period Which Begins From The Actual Completion Date And Ends After Five Years.(Including Cost Of Material T&P Labour But Excluding Gst) For 3Rd Year Maintenance Cost (For cement concrete Road & Culvert) , The Routine Maintenance Of Above Link Road Including Embankment,Patri,Pavement, Road Sides And Cross Drains, Hume Pipe Culvert Etc To The Required Standards And In The Manner As Defined In Cb Condition And Keep The Entire Road Surface And Structure In Defect Free Condition During The Entire Maintenance Period Which Begins From The Actual Completion Date And Ends After Five Years.(Including Cost Of Material T&P Labour But Excluding Gst) For 4Th Year Maintenance Cost (For cement concrete Road & Culvert) , The Routine Maintenance Of Above Link Road Including Embankment,Patri,Pavement, Road Sides And Cross Drains, Hume Pipe Culvert Etc To The Required Standards And In The Manner As Defined In Cb Condition And Keep The Entire Road Surface And Structure In Defect Free Condition During The Entire Maintenance Period Which Begins From The Actual Completion Date And Ends After Five Years.(Including Cost Of Material T&P Labour But Excluding Gst) For 5Th Year Maintenance Cost (For cement concrete Road & Culvert)
Contract Date: Jul 03, 2026 Contract Value : ₹ 53.60 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
39.
Public Administrative Department #10894277 AOC
Tender for Excavation In Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.50Mtr. And Lead Upto 30 Mtr And Including Filling Watering And Ramming Of Excavated Earth In To The Trench Or Into The Space Between The Building And Sites Of Foundation Trunches Or Into The Plinth And Removal And Disposal Of Surplus Earht Edge Directed By The Engineer In Charge Of 30 Mtr From The Foundation Trunches. As Per Sl.No. 251 (Ch-4) , E/W In Filling In Plinth But Cartage Of Earth Distance 4.00 K.M. As Per Analysis , Cement Concrete With 4Cm Guage Approved Brick Ballast Approved Fine Sand, Cement In The Proportion Of 12:6:1 I/C Supply Of All Material T&P Etc. Required For Proper Completion Of Work. As Per Sl.No. 273 Ch-5 , Cement Concrete With 2Cm Guage Approved Stone Grit Approved Coarse Sand, Cement In The Proportion Of 4:2:1 I/C Supply Of All Material T&P Etc. Required For Proper Completion Of Work. As Per Sl.No. 279 (A) Ch-5 , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface,Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Compacting As Per Technical Specification Clause 401. , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm Guage Approved Stone Ballast In The Proportion Of 1:1.5:3 In Lintels Of Doors And Windows Excluding Supply Of Reinforcement And Its Binding But Including Its Fixing And Binding The Same With 24 Bwggi Binding Wire And Including Necessary Shuttering And Centering Etc. And Also Including Supply Of All Material Labour And T&P Etc. Require For Proper Completion Of The Work Binding Wire Cost Beaing Including In The Item But For Slabs As Per Sl.No. 284 Ns Ch-5 , Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Screed Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforcement Brick Work (When Not Included In An Over All Rates) Wrought To Required Shape As Necessary Including Benefit For Proper Completion Of Work And Including Supply Of All Steel And Wastage And Overlapping And Hooks Etc. As Per Sl.No. 504 Ch-10 , Supply/Fixing Of Informatory Sign Board I/C All Material And Labour Etc.
Contract Date: May 19, 2026 Contract Value : ₹ 20.83 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
40.
Housing Urban and Rular Development #10834231 AOC
Tender for Construction Of Embankment With Approved Materials Deposited At Site From Roadway Cutting And Excavation From Drain And Foundation Of Other Structures Graded And Compacted To Meet Requirement Of Tables 300.1 And 300.2 As Per Technical Specification Clause 301.5 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Construction Of Sub Grade And Earthern Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads Transporting To Sites, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method, With Rotavator At O.M.C. And Compacting With Smooth Wheeld Roller To Achieve The Desired Density With 2% Cement, Complete As Per Technical Specification Clause 401. Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness Hand Packing Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber Applying And Brooming Stone Screening / Binding Material To Fill Up The Interstics Of Coarse Aggregate, Watering And Compacting To The Required Dencity . Grading 3 As Per Technical Specification Clause 405 Including 4% Cement (Opc) & Its Mixing With Rotavater. Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributer @ 0.30 Kg. Per Sqm On The Prepared Dry And Hungry Bitumenious Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Providing, Laying And Rolling Of Open Graded P.C. Of 20Mm Thickness Composed Of 13.2Mm To 5.6Mm Aggregates Eigher Using Penetration Grade Bitumen Or Emulsion To Required Line Grade And Level To Serve As Wearing Course On A Previously Prepared Base I/C Mixing In A Suitable Plant, Laying And Rolling With A Three Wheeld 80-100 Kn Static Roller Capacity, Finished To Required Level And Gredes To Be Followed By Seal Coat Of Eigher Type C As Per Technical Specification Clause 508 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Construction Of Sub Grade And Earthern Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads Transporting To Sites, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 Lead Upto 1000 M. Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Providing Concrete For Plain/Reinforced Concrete (1:3:6) In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method, With Rotavator At O.M.C. And Compacting With Smooth Wheeld Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheeld Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming Stone Screening / Binding Material To Fill-Up The Interstics Of Coarse Aggregate, Watering And Compacting To The Required Density.Grading 3 As Per Technical Specification Clause 405 . Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Construction Of Un-Reinforced Plain Cement Concrete Pavement, 15 Cm Thickness As Per Design Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M 30 Grade Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Frame Work (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Leveling The Framework As Per Drawing), Spreading The Concrete With Shovels, Rakes Compacted Using Needle, Screed And Plate Vibrators And Finished In Continious Operation Including Provision Of construction And Expansion, Construction Joints By Providing 12Mm Thick Dura Board At The Specified Spacing, Applying Debonding Strips Primer Near Approaches To Bridge/Culvert And Construction Joints Admixtures As Approved, Curing Of Concrete Slabs For 14-Days And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 But Including Cost Of Polythene Sheet. Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Supply And Fixing Of 350Mm Dia Np-3 Hume Pipe. Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Excavation For Roadway In Soil By Mechanical Means Including Cutting And Pushing The Earth To Site Of Embankment Upto A Distance Of 100 M, Including Trimming Bottom And Side Slopes In Accordance With Requirements Of Lines, Grades And Cross-Sections. Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Providing And Laying Reinforced Cement (1:2:4) Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Brick Masonry Work In Cement Mortar 1:3 In Parapet Excluding Pointing And Plastering As Per Drawing And Technical Specifications Clauses 600, 900 And 1208.4 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Pointing With Cement Mortar (1:3) On Brickwork As Per Drawing And Technical Specification Clauses 613.3 And 1204 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 Including All Labour, Material, T&P Etc Complete But Excluding Gst. , Suppying And Fixing Of Km, Hectometer Stone & Informatory Sign Board. Including All Labour, Material, T&P Etc Complete But Excluding Gst.
Contract Date: May 02, 2026 Contract Value : ₹ 83.91 Lakh
Government Departments No of Bidders 6
Uttar Pradesh View Result →
41.
Housing Urban and Rular Development #10816809 Price Bid
Tender for Providing cement concrete Pavement From Melkalathur Colony To Balapuram (R67) In Melkalathur Panchayat (Mix M-30 Grade ) , Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days,Using Curing Compound (Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 , Supply And Fixing Of Biumen Tar Pad Charges , Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works. { Gst Amount Is The Total Gst Amount For Overall Quoted Amount (Both Construction And Maintenance) Above This Row In Column Bb For All Works In This Package} (Refer Clause 13.2 & 13.3 Of Section 2 Of Instruction To Bidders (Itb) Of Sbd)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Tamil Nadu View Result →
42.
Housing Urban and Rular Development #10811987 Price Bid
Tender for Maintanance Of The Road From Ayal Anwarthikanpet Road To Iyanthangal Road Km 0/0-0/50 (R-41) In Polipakkam Panchayat Sholinghur Union In Ranipet District , Clearing The Scrub Jungles Including Cutting The Scrubs And Removing Away From Site Etc Complete , Picking 5 Cm To 10 Mm Of Existing Wornout bituminous / Wbm Surface Sectioning In All Labour Charges Etc Complete , Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days,Using Curing Compound (Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 , Providing And Laying Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam(Wmm) 250 Mm Thick, Including Premixing The Material With Water At Omc In Machanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers 250Mm Thick With Pavers In Subbase/Base Course On Well Prepared Surface And Compacting With Vibratory Soil Compactor To Achieve The Desired Density Including Cost Of Material,Labour Charges, Rentals For Mach
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Tamil Nadu View Result →
43.
Housing Urban and Rular Development #10799779 Price Bid
Tender For Emergent Upgradation Work Of Mir Para Road From Tel Kol More To Shakti Sangha Club Near Don Bosco School Within Ward No.31 And 32 Under Bally Municipality. - 1 Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. By mechanical means (without milling machine) : Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under laying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge. (i) For depth upto 100mm. 2 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 3 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 table 600-1, 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, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision). 4 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD.With RMC. Grade M30 5 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight 6 Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. 7 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.Depth of excavation not exceeding 1,500 mm. 8 125 mm. thick brick work with 1st class bricks in cement mortar (1:3) in ground floor. 9 Brick work with 1st class bricks in cement mortar (1:6). In foundation and plinth. 10 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] With 1:6 cement mortar. 25 mm thick plaster 11 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. 12 Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835) 13 Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc .etc. from road side masonary drain/ hume pipe drain/ culvert etc. by mathor labour after removing concrete.Slab/manhole cover etc.without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc.etc.by using iron pans,buckets including all labour, tools & plants including removing the spoils in dry condition and disposing the same by truck beyond the road side in conformity with municipal /corporation rules for such disposal including loading into truck and cleaning the road side in all respects as per direction of the Engineerin- Charge. 14 Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. 15 Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC SP: 63 (2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per Cl.No.3.3 of IS: 15658) as per Table 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP- 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 of IRC SP-63(2018) with proper of bedding and joint filling sand, and filling up of the edge gap. 120 mm thick.Grey. 16 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 17 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. 18 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. Pakur Variety 19 Add GST @ 18% on Rs. 12024106.99 i.e. Total amount over Item No. 01 to 38 20 Add Labour Welfare Cess @ 1% on Rs. 14188446.25 i.e. Total amount over Item No. 01 to 39
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
West Bengal View Result →
44.
Housing Urban and Rular Development #10799778 Price Bid
tender for Emergent Upgradation Work Of Bhattanagar Road Including Aurobindo Nagar Road, Gadadhar Bhatta Road, Sailen Dhar Road (Jal Colony) Within Ward No.28,29 And 30 Under Bally Municipality. - 1 Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. By mechanical means (without milling machine) : Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under laying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge. (i) For depth upto 100mm. 2 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 3 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 table 600-1, 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, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision). 4 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD.With RMC. Grade M30 5 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight 6 Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. 7 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.Depth of excavation not exceeding 1,500 mm. 8 125 mm. thick brick work with 1st class bricks in cement mortar (1:3) in ground floor. 9 Brick work with 1st class bricks in cement mortar (1:6). In foundation and plinth. 10 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] With 1:6 cement mortar. 25 mm thick plaster 11 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. 12 Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835) 13 Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc .etc. from road side masonary drain/ hume pipe drain/ culvert etc. by mathor labour after removing concrete.Slab/manhole cover etc.without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc.etc.by using iron pans,buckets including all labour, tools & plants including removing the spoils in dry condition and disposing the same by truck beyond the road side in conformity with municipal /corporation rules for such disposal including loading into truck and cleaning the road side in all respects as per direction of the Engineerin- Charge. 14 Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. 15 Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC SP: 63 (2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per Cl.No.3.3 of IS: 15658) as per Table 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP- 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 of IRC SP-63(2018) with proper of bedding and joint filling sand, and filling up of the edge gap. 120 mm thick.Grey. 16 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 17 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. 18 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. Pakur Variety 19 Add GST @ 18% on Rs. 35164748.69 i.e. Total amount over Item No. 01 to 18 20 Add Labour Welfare Cess @ 1% on Rs.41494403.45 i.e. Total amount over Item No. 01 to 19
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
West Bengal View Result →
45.
Housing Urban and Rular Development #10786919 Price Bid
Tender For Under Special Repair, Cc Work On Fatehpur Sikri Kagarol Road To Undera Road. - WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means & including all labour, T&P etc required for proper completion of the work. 2 Construction of un-reinforced, plain cement concreteavement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading theconcrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished incontinuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Agra) 3 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2as per Technical Specification Clause 303.1. 4 Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. 5 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.s including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. 6 Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100 7 SteelreinforcementforR.C.C.workincludingstraightening, cutting,bending,placinginpositionandbindingallcomplete upto plinth level. Thermo-Mechanically Treated bars of grade Fe 500D or more. DSR- 5.22B 8 Supply and Fixing of RCC hume pipe NP-3 (Socket Hume Pipe) 350mm Pipeincluding cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
46.
Housing Urban and Rular Development #10786842 Price Bid
Tender For Link Road From Tola Ghur Chhapra Of Gram Sabha Morvan On Ramkola Barwa Pitch Road To Ramkola Singha Pitch Road - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static rollarin stages to proper grade and camber, applying and brooming stonescreening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.grade 1 as per Technical specification clause 405. (Excluding GST) 2 Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surfacetreated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10) (Excluding GST) 3 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades to be fallowed by seal coat ase per technical specification clause 508. (Excluding GST) 4 Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including all taxes required and hire charges of road roller & including Cost of bitumen ) (Excluding GST) 5 Cement Concrete Pavement Construction of un-reinforced, undowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPCtype as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (Excluding GST) 6 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(Excluding GST)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
47.
Housing Urban and Rular Development #10786839 Price Bid
Tender For Khairatwa Link Road - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static rollarin stages to proper grade and camber, applying and brooming stonescreening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.grade 1 as per Technical specification clause 405. (Excluding GST) 2 Item Name :- Cement Concrete PavementConstruction of un-reinforced, undowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPCtype as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(Excluding GST) 3 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Excluding GST)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
48.
Housing Urban and Rular Development #10786838 Price Bid
Tender For Nh 28 To Hata Deoria Connectivity Road Via Brahmakumari - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static rollarin stages to proper grade and camber, applying and brooming stonescreening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.grade 1 as per Technical specification clause 405.(Excluding GST) 2 Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm usingmannual means .as per technical specification cluause 502.(Excluding GST) 3 Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surfacetreated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10) (Excluding GST) 4 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades to be fallowed by seal coat ase per technical specification clause 508.(Excluding GST) 5 Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including all taxes required and hire charges of road roller & including Cost of bitumen ) (Excluding GST) 6 Construction of un-reinforced, undowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPCtype as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (Excluding GST) 7 Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries onboth side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253 (Excluding GST)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
49.
Housing Urban and Rular Development #10786834 Price Bid
Tender For Special Repair Of Satahwa Harizan Basti Link Road Length 0.60 Km - WBM-IIIProviding, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, screening Type-C to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405(3). Sl No. 4.7 (Including Labour cess and royality )(GST will be paid extra as per applicable) 2 Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (Including Labour Cess & GST will paid extra as applicable) 3 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(Including Labour cess and royality )(GST will be paid extra as per applicable)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 11
Uttar Pradesh View Result →
50.
Housing Urban and Rular Development #10786831 Price Bid
Tender For Special Repair Of Sardarnagar Bilari Mathiya Link Road Length 0.40 Km. - WBM-III Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, screening Type-C to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405(3). Sl No. 4.7 (Including Labour cess and royality )(GST will be paid extra as per applicable) 2 Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (Including Labour Cess & GST will paid extra as applicable) 3 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(Including Labour cess and royality )(GST will be paid extra as per applicable)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 13
Uttar Pradesh View Result →
TenderDetail
Loading tenders