View Bid Results For Drilling Rigs And Machinery Tenders

We found 712 Bid Results related to drilling rigs and machinery tenders. You can find Contractor details who won drilling rigs and machinery tenders along with contract details in Bid awards announcements section.

Indian Tenders
7
Live Opportunities India
Analytics
Click Here
Tender Intelligence
Potential Bidders
0+
Verified Vendors
Global Tenders
0
Live Opportunities Worldwide
Filters
Stage
663
39
10
Tender Publishing Platform
1
711
State / UT
15
298
204
137
25
15
15
4
3
3
2
2
1
1
1
1
Contract Value
128
191
226
167
Publish Date
1
0
0
0
0
Sector
11
452
221
15
10
5
4
1
1
1
1
1
Ownership
6
679
18
9
4
1
1
Within keyword
Active filters:
Showing 1–15 of 712 tenders matching your filters
1.
Drinking Water Supply and Sanitation #11355957 AOC
Tender for Rawli :- Drilling Of 01 No. Tubewell And Installation Of 01 No. Pumping Machinery In Village Rawli By Dth Rig. Method Only Distt. Nuh. And All Other Work Contingent To Thereof. Name Of Site:- Rawli Rs. 16.76 Lacs
Contract Date: Jun 25, 2026 Contract Value : ₹ 13.75 Lakh
Government Departments No of Bidders 2
Haryana View Result →
2.
Drinking Water Supply and Sanitation #11280791 AOC
Tender for Pali -Drilling Of 01 No. Tubewell And Installation Of 01 No. Pumping Machinery In Village Pali By Dr Rig. Method Only Distt. Faridabad. And All Other Work Contingent To Thereof. Name Of Site:- Pali Rs. 3.47 Lacs
Contract Date: Jun 12, 2026 Contract Value : ₹ 3.81 Lakh
Government Departments No of Bidders 2
Haryana View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
7.
Drinking Water Supply and Sanitation #11221146 AOC
Tender for Atali -Drilling Of 01 No. Tubewell And Installation Of 01 No. Pumping Machinery In Village Atali By Dr Rig. Method Only Distt. Faridabad. And All Other Work Contingent To Thereof. Name Of Site:- Atali Rs. 3.50 Lacs
Contract Date: Jun 04, 2026 Contract Value : ₹ 3.03 Lakh
Government Departments No of Bidders 4
Haryana View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
11.
Drinking Water Supply and Sanitation #11202616 Technical Bid
Tender for Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing Of Cast Iron (C.I.) D Plate Of Size 300Mm Dia X 10Mm Thickness Having Weight 7 Kg To Cover The Top Of Borehole Fastened With Nut And Bolts And Clamp Placed On Its Top For Holding The Pump Set And Gi Pipes Lowered In The Tubewell Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Labour For Making Filter On 219.10 Mm Dia Erw M.S. Pipe (Isi Marked) With Slot Length 62.50Mm And Slot Width 0.5Mm To 0.75Mm Around The Pipe By Gas Cutter Or Any Suitable Mechanism Including Cost Of All Consumable Items Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing Of Reinforced Cement Concrete Ring And Cover Of Suitable Dia. To Avoid Intrusion Of Surface Runoff Of Rainfall Inside The Borehole, Including All Fixtures, Complete In All Respects.. , Providing And Fixing Of 2 I/D Nipple Made Out Of G.I. Pipe Class B And Welded With Flange Having Holes For Fasting With Pipe And Threaded At Other End With 8 Threads In One Inch (25Mm) Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing Of Odex Casing Shoe Of Proper Size And Isi Make Complete In All Respect. , Providing And Fixing / Lowering 7 (180 Mm) Dia M. S Pipe Of Thickness 6.4Mm Of 6 Meter Long Marked Is 4270 As Required For Covering Loose Formation Of Soil During Drilling Process Including Enlarging The Existing Drilling Size At Any Depth To Cover The Loose Formation Of Bore Complete In All Respect , Drilling Of 300 Mm Dia Bore By Dth For Drilling According To Isi Specification No. 2800-1991 (Part-1) As Amended Upto Date And Modified To Extent Of The Specification Attached With This Schedule Of Items Of Work In All Kinds Of Soils 190Mm Dia Bore By Dth In Hard Rocky Strata Including The Cost Of All Consumable Store, Fuel, Oil, Soil Stabilizing Material And Transportation Of Rig And Other Accessories To The Site Of Proposed Bore And Back Complete In The Satisfaction Of The Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending On The Logging Result. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Providing And Fixing Of G.I Clamp 50Mm Wide And 10Mm Thick Suitable For Holding To 50Mm G.I Pipe Class B And Pumping Machinery Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing Of 2 I/D Delivery Pipe Class B Isi Marked Of Approved Make Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Hsr Itmes
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Haryana View Result →
12.
Defence #11201644 AOC
Bids Are invited for Soil Investigation and sampling - To carry out soil investigation and collection of samples in all types of strata including distrubed, undistrubed soil sampling, conduction of Standard Penetration Test (SPT), visual classification at regular interval, determine the safe bearing capacity complete with field and laboratory tests on soil/ rock samples including trail pit 1.20m x 1.20m x 3.0m investigation to relevant specification of IS 2131, IS 6403, IS 1498 IS 2720 , Borehole Drilling and SBC analysis - Conducting Soil Investigation for the following - (a) 150mm dia meter bore holes as per IS specification (b) Bore Hole. (i) Depth of Bore Hole 15.00 Mtr (Core drilling by Calyx Rig) (ii) To suggest SBC for isolated footing 1.5x1.5, 2.0x2.0, 2.5x2.5 mtr at 1.5m, 2.0m, 2.5m depth strip depth strip footing of 1.5 2.0 mtr. (iii) Water Table (iv) Expansive nature of soil with respect plasticity index (v) N Value at 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore log of soil strata upto 15.0 mtr depth , Soil Laboratory Testing physical - (c) Collection of distrubed and undistrubed soil sample at interval of 1.00 mtr at change of relevant specification of IS 2720. , Soil Chemical Analysis - (d) Conduction Lab test on distrubed soil sample at interval of 1.00 mtr or at change of strata or as per relevant IS Code. (i) Sieve analysis (ii) Atterbergs limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density , Soil Engineering Properties test - (e) Conducting Lab test on undistrubed soil sample as considered necessary according to relevant specification of IS 2720 - (i) Sieve analysis (ii) Atterbergs limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density (vi) Specific gravity (vii) Free swell index and swelling property of soil (viii) Organic matter in any soil, in any (ix) Consolidation test (Compressed index value) (x) Trixial compression test and determination of shear parameters (C O) test as per relevant IS. (xi) Harful salt (Complete investigation as already ref). , Water level Test - (f) Ground Water Table - (i) Maximum and minimum levels of Ground Water in the area with sources of information. (ii) Ground water table during investigation. , Comprehensive Soil Report and SBC - (g) Submission of Six copies of test reports with detailed description of field investigation, soil classification and general nature of soil strata, water table, interpretation of test results, grains size, distribution curves, compressive index curves, site plan etc. (h) The SBC of the soil is required to be given as per following table. Calculation of bearing capacity will be governed generally as per IS 8009 (Pt-I) 1976, IS-2720 (Pt-II) 1980, IS 6403-1981, IS 1904-1984 IS 1904-1984 and IS 1080-1985 and other relevant IS code. , Foundation Mapping - (j) With every sites Soil Investigation Report, a detailed site plan showing the approx location of each bore duly numbered as per log of bore hole should be enclosed. Location of foundation of adjacent structures, especially those that might be impacted by the proposed construction. (k) Every page of the soil investigation report should have the Name of the Job for which soil investigation is being carried out. In case of multiple sites of a single job are being investigated name of each site shall be put on each page of report pertaining to the site. , mobilization and Final certification - (l) All pages of the Soil Investigation Report shall be serially numbered, stamped and signed by the Agency carrying out the soil investigation. Report should be scrutinised by GE and CWE for correctness and endorse. (m) Mobilisation of tools and equipments, machineries, manpowers etc to site location and demolition from site after completion of work. Total Quantity : 18
Contract Date: Ref. Documents Contract Value : ₹ 1.15 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 6
Haryana View Result →
Haryana View Result →
Haryana View Result →
15.
Drinking Water Supply and Sanitation #10930479 AOC
Tender for Meoli :- Drilling Of 02 Nos. Tubewell And Installation Of 02 Nos. Pumping Machinery In Village Meoli By Dth Rig. Method Only Distt. Nuh. And All Other Work Contingent To Thereof. Name Of Site:- Meoli. Rs. 17.69 Lacs
Contract Date: May 01, 2026 Contract Value : ₹ 18.10 Lakh
Government Departments No of Bidders 3
Haryana View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
23.
Drinking Water Supply and Sanitation #10713558 Price Bid
Different Works Related To Water Supply Scheme At Duna & Its Adjoining Mouzas Water Supply Scheme Within Mayureswar-Ii Block Including Supply Of All Labour & Materials Underbirbhum Division, Phe Dte. ( Sl. No.11 ) - Sinking Of Tubewell- 3 Nos. ( Annexure I ) Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 2 Drilling By Direct Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling.Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Ratefor Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Ratefor Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Ratefor Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate. From 6 Mtr. To 60 Mtr. 3 From 60 Mtr. To 90 Mtr. 4 From 90 Mtr. To 120 Mtr. 5 From 120 Mtr. To 150 Mtr. 6 From 150 Mtr. To 180 Mtr. 7 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc. 8 Cost Of Consumables For Drilling Rigs And Machineries. 9 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Includingto & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 10 Water Sample Collection And Chemical Test Including Arsenic Test. 11 Transportation Cost Of Drilling Equipmentand Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloadingthe Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) . ( 250 Mm Dia. ) 13 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) . ( 150 Mm Dia. ) 14 Supply And Delivery Of Upvcdeep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) 150 Mm Dia. 15 Supply And Delivery Ofupvcreducer 250Mm X 150Mm Dia. 16 Supply And Delivery At Site Of Upvc End Cap. ( 250 Mm Dia. ) 17 Supply And Delivery At Site Of Upvc End Cap. ( 150 Mm Dia. ) 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 21 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 : 1986. 22 Electro-Logging Charge. 23 Trial Boring Of Tube-Welldrilling By Reverse Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling.Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Rate For Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Rate For Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Rate For Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate.From G.L. To 60 Mtr. 24 From 60 Mtr. To 90 Mtr. 25 From 90 Mtr. To 120 Mtr. 26 From 120 Mtr. To 150 Mtr. 27 From 150 Mtr. To 180 Mtr. 28 Cleaning Compound Premises Of Shrubs, Plants, Jungled Etc. As Per Direction Of E.I.C. 29 Soil Test For Ohr- 1 No. ( Annexure Ii ) Mobilisation Charges Of All Tools & Plants Along With Accessories, Material, Labour, Supervision Etc. At Site Of Work Required In Connection With Boring And Testing Work, Including Setting Up Boring Rigs And Shifting To Different Bore-Hole Points Etc. And Also Including Withdrawal Of Same From The Site After Completion Of Work, Complete As Per Direction Of Engineer-In-Charge. 30 Labour For Making Bore-Holes Of 150Mm To 250Mm Dia. By Any Standard Method To Any Depth Below Ground Level / Bed Level In All Kinds Of Soil Like Clay, Silt, Sand, Stiff Clay, Mixed Soils Etc. Except Rocks ( For The Purpose Of Collecting Disturbed & Un Disturbed Soil Samples, Conducting Standard Penetration Test At Suitable Intervals Etc. ) Including Preparation And Submission Of Bore-Log As Per Irc : 75 And 78 And Clause 2400 Of Specifications For Road & Bridge Works ( 5Th Revision ) , Published By Irc, And Also Including Hire Charges Of Tools And Plants Complete As Per The Direction Of Engineer-In-Charge.A ) When Casing Pipe Is Used To Prevent Collapse Of Bore Hole ( Casing Pipe To Be Finally Withdrawn ) I ) Depth 0 M To 10 M ( For 3 Nos Bore ) 31 Ii ) Depth Greater Than 10 M & Upto 20 M 32 Iii ) Depth Greater Than 20 M & Upto 30 M 33 Field Investigation :I ) Collection Of Undisturbed Soil Sample From The Bore Hole To Be Made By The Concerned Division / Party At Their Cost.A ) 0.00 - 10.0 M 34 B ) 10.00 - 20.0 M 35 C ) 20.00 - 30.0 M 36 Ii ) Collection Of Samples From The Bore Hole ( A ) Disturbed 37 Iii ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is : 2131.A ) 0.00 - 10.0 M 38 B ) 10.00 - 20.0 M 39 C ) 20.00 - 30.0 M 40 Laboratory Investigation :I ) Liquid Limit As Per Is 2720 ( Part – V ) . 41 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 42 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) . 43 Iv ) Grain Size Analysis By Hydrometer Method As Per Is 2720 ( Part – Iv ) . 44 V ) Determination Of Water Content As Per Is 2720 ( Part – Ii ) . 45 Vi ) Determination Of Specific Gravity As Per Is 2720 ( Part – Iii ) . 46 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 47 Viii ) Determination Of Unconfined Compressive Strength As Per Is 2720 ( Part-X ) ( I ) Undisturbed 48 Ix ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 49 X ) Tri-Axial Shear Test :A ) Determination Of Shear Strength Parameters Of A Specimen Tested Inunconsolidated Undrained Tri-Axial Compression Without Measurement Ofpore Water Pressure As Per Is 2720 ( Part –Xi ) . 50 Carriage Of All Disturbed & Undisturbed Samples From Site Of Work To The Divisional Office Or Elsewhere Including Loading And Unloading As Per Direction Of Engineer-In-Charge. Detailed Investigation. 51 Preparation And Submission Of Report In 6 ( Six ) Copies, Giving All Relevant Information Data Like Site Plan, Bore Log And Water Table, Test Results, Calculations, Discussions, Suggestions And Recommendations In Respect Of Suitable Foundation Etc. Including Determination Of Silt Factor Calculation Of Waterways And Complete Design Of Foundation Including Analysis Of Bearing Capacities And Settlements In Bound And Presentable Form Complete As Per Direction Of Engineer-In-Charge.Detailed Investigation. 52 Construction Of 300 Cum Ohr- 1 No. ( Annexure Iii ) 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. A ) Depth Of Excavation Not Exceeding 1500 Mm 53 B ) Depth Of Excavation For Additional Depth Beyond 1500Mm And Upto 3000Mm. ( But Not Requiring Shoring ) . 54 Bailing Out Water From Foundation Trench. This Item Should Be Executed On The Specific Direction Of The Engineer-In-Charges When He Is Satisfied In His Absolute Discretion, That This Has Not Been Necessitated Due To Any Fault On The Part Of The Contractor ) 55 Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling, Framing, Eucalyptus / Jhau Balla Pilling, Strutting Etc ) Complete As Per Directionof The Engineer-In-Charge For Foundation Excavation ( Vertical Surface Are In Contact With Supported Earth Is To Be Measured. ) ( This Item Should Be Executed On Specific Direction Of The Engineer-In-Charge ) .A ) Depth Upto 1.5M. 56 B ) For Additional Depth Beyond 1.5M And Upto 3.00M. 57 Earth Filling In Foundation Trenches Or Plinth With Good Earth In Lyres Not Exceeding 150Mm Including Watering & Ramming Etc Layer By Layer Complete.A ) With Earth Obtained From Excavation Of Foundation. 58 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) Do - By Fine Sand 59 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level, And Filling Joints With Powered Earth Or Local Sand. 60 Cement Concrete With Graded Stone Chips ( 20Mm Size ) Excluding Shuttering, In Ground Floor ) Considering 30 Km Distance From Suri Rly. Yard.A ) 1:2:4 Proportion. ( In Foundation And Under Tank At Finished Gl, Plinth Protection Etc. ) 61 Controlled Cement Concrete With Well Graded Stone Chips ( 20Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per I.S.456 And Relevant Special Publications, Submission Of Jobs Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Eic. Consumption Of Cement Concrete Will Not Be Less Than 300Kg Of Cement With Super Plasticizer Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula. ( Using Concrete Mixture ) .Considering 60 Km Distance From Suri Rly. Yardm- 25 Grade ( With Pakur Variety. ) A ) For Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4M. 62 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 63 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 64 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 65 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 66 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 67 Controlled Cement Concrete With Well Graded Stone Chips ( 20Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per I.S.456 And Relevant Special Publications, Submission Of Jobs Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Eic. Consumption Of Cement Concrete Will Not Be Less Than 300Kg Of Cement With Super Plasticizer Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula. ( Using Concrete Mixture ) . Considering 60 Km Distance From Suri Rly. Yardm- 30 Grade ( With Pakur Variety. ) A ) Heal Beam And Above ( Cell Wall, Floor, Top & Bottom Ring Beam, Heal Beam ) A ) 6Th Floor 68 B ) 7Th Floor 69 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness And Required Bracing For Concrete Slabs, Beams, Column Lintel Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Woks ( Upto Roof Of Ground Floor ) .Steel Shuttering Or 9 To 12Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work.C ) For Foundation Upto G.L. 70 Hire And Labour Charges For Shuttering For Concrete Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing And Striking Off After Completion Of Work Including Staging Upto 4M Using Ply Board Or Steel Shuttering. ( Not Applicable For Resting On Roof Top ) .A ) G.L. To Top Lantern Of Ohr. 71 Hire And Labour Charges For Staging Beyond 4M With Necessary Cross Bracing And Fixtures And Removing The Same After Completion Of The Work All Complete As Per Direction Of The E.I.C. [ Mode Of Measurement :Area Of Unsupported Horizontal Projection ( Where Staging Beyond 4M Is Practically Un-Avoidable ) X Mean Height Of Staging ] Above Initial 4M. ( Dia 10.50 M. Mean Height 16M. ) 72 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. , Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction. I ) Tor Steel / Mild Steeli. Sail / Tata / Rinl A ) For Works In Foundation Basement Upto Roof Of Ground Floor / Upto 4 M . 73 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 74 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 75 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 76 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 77 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Top Of Heal Beam 78 G ) 6Th Floor I.E. From Top Of Heal Beam To Top Ofshell Wall 79 H ) 7Th Floori.E. From Top Of Shell Wall To Rest 80 Applying 2 ( Two ) Coats Of Bonding Agent With Synthetic Multi Funtional Rubber Emulsion Having Adhesive And Water Proofing Properties By Making With Water In Proportion ( 1 Bonding Agent : 4 Water : 6 Cement ) As Per ManufacturerS Specification. 81 Extra Rate For Using Water Proofing And Plastering Admixture @ 0.2%By Weight Of Cement ( Or At ManufacturerS Specified Rate For Concrete Of Various Grades ) . 82 Supplying, Fitting, Fixing Fly / Mosquito Proof Nylon Net On Any Type Of Window, Doorshutter Frame With Necessary Fixing Arrangements Complete. 83 Supplying Fitting And Fixing Door Made With Irc Febric Mesh Of 75Mm X50mmx4.5Mmx2.7Mm On 50Mm X 50Mm X 6Mm Angle Iron Frames All Round And One 37.5Mm X 6Mm M.S. Flat Bar Over The Netting All Round Welded To Angle Iron Frame And Providing Locking Arrangements If Necessary And With Two Coats Of Synthetic Enamel Paint ( Other Than Hi-Gloss ) Fitted And Fixed With Clamps Or Haskal Doomney Etc. Complete At The Lantern Of R.C.C. Over Head Reservoir. 84 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rouding Off Corners And Including Raking Out Joints Or Roughening Of Concrete Surface Andapplication Of Cement Slurry Before Flooring Works, Using Cement @ 1.75 Kg / Sq.M. All Complete Including All Materials And Labour.In Ground Floor 3 Mm Thick Topping ( High ) Polishing, Grinding On This Item Is Not Permitted With Ordinary Cement ) .25 Mm Thick.A ) In G.F For Plinth Protection And Under Tank Floor 85 B ) 6Th Floor 86 C ) 7Th Floor 87 M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is: 226, Is: 808 & Sp ( 6 ) - 1964 Connected To One Another With Bracket, Gussets, Cleats As Per Design, Direction Of Engineer-In Charge Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is: 816- 1969 & Is: 1995 Using Electrodes Of Approved Make And Brand Conforming To Is:814- 2004, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Chages Such As Electricity Charges, Labour Insurance Charges Etc. Payment To Be Made On The Basis Of Calculated Weight Of Structural Members Only In Finished Work As Per Is Specified Weight. Payment For Gusset, Bracket, Cleat, Rivets, Bolts And Nuts May Be Make By Adding The Actual Weight Of Such Items With The Weight Of Finished Structural Members Or 7% Of Weight For Finished Structural Members Weighing Not Less Than 22.5 Kg. / M. Or 15 % Of Weight For Finished Structal Members Weighing Less Than 22.5 Kg. / M. May Be Increased Allow For Bracket, Cleat, Rivet, Bolts And Nuts Etc. And No Seperate Payment Being Made For These Items, As Per Direction Of Engineer In Charge. The Rates Are Considered For A Height Of Erection 8M. / 2Nd Floor Level From The Ground. Add 1.5% Extra Over The Rate For Each Additional Floor Or 4M. Beyond Initiial 8M. Or Part Thereof.Iii ) For Built Up Sections / Srtuctural Members Of Specified Sections Weighing Not Less Than 22.5 Kg. / M 88 M.S. Gate Of Jail Type As Per Approved Design Made Of Strong M.S. Frame Work, Intermediate Stiffeners And Round / Square Bars Or Angles. M.S. Sheet ( Not Less Than 14 Gauge ) Gussets, Cleats Etc. Including Necessary Riveting, Bolting, Welding, Locking And Hanging Arrangements, Fitting And Fixing Complete As Per Direction Of The Engineer-In -Charge. 89 M.S. Or W.I. Ornamental Grill Of Approved Design, Joints Continuously Welded With M.S. Wi Flats And Bats For Winding, Drilling Etc.Fitted & Fixedwith Necessary Screw And Lugs In Ground Floor.A ) Grill Weighing Above 10 Kg / Sqm Upto 16 Kg / Sqm ( In Kg ) 90 Supplying, Fitting, Fixing900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railingand2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railingtop & Floor, Vertical Post Of Raillingare 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C.Analysis Of Rate Enclosed In Seperate Sheets. ( Analysis Rate ) 91 Supplying At Site Hoisting, Fitting, Fixing Erecting And Building In Position Where Necessary 450Mm.Wide Ladder As Per Design Consisting Of 2Nos. M.S.Plate Of 8Mm.Thick With Necessary Base Plate 60Mm Wide; And 16Mm.Dia M.S.Round Or Square Bar As Steeps Placed @ 300 C / C Including Fabrication, Welding Drilling Etc. As Per Drawing And Direction And Finished With Two Coats Of Synthetic Enamel Painting Over A Coat Of Red Lead Primer Etc. All Complete As Per ;Direction Of The Eic 92 Supplying Fitting And Fixing In Position C.I Manhole / Pit Cover With Rim.A ) Square.I ) 600 X 600Mm ( 50Kg.Approx ) . 93 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Superstructure Ground Floor ( 1:6 ) 94 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand Cement Mortar Including Rounding Off Or Chambering Corners As Directed And Raking Out Joints Including Throating Nosing And Drip Course Scafolding / Staging Where Necessary ( Ground Floor ) Excluding Cast At Shipping Over Concrete Surface. Ii ) With 1:4 Cement Mortar ( 10 Mm Thick Cement Plaster ) A ) G.L. To Top Of 1St Bracing 95 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 96 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 97 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 98 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 99 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 100 G ) 6Th Floor I.E.From Bottom Of Heal Beam To Top Of Ring Beam 101 H ) 7Th Floori.E. From Ring Beam To Rest 102 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand Cement Mortar Including Rounding Off Or Chambering Corners As Directed And Raking Out Joints Including Throating Nosing And Drip Course Scafolding / Staging Where Necessary ( Ground Floor ) Excluding Cast At Shipping Over Concrete Surface. Ii ) With 1:3 Cement Mortar ( 10 Mm Thick Cement Plaster ) A ) 6Th Floor 103 B ) 7Th Floor 104 Supplying & Installation Of Lighting Solid Conductor Rod Of Phosphorous-Bronze Size 2M X 12Mm On The Top Dome Of The Rcc Overhead Reservoir, Laying Lightning Conductor Of 65Mm X 8Mm G.I. ( Hot Deep ) Ms Flatruns From The Roof Upto Gl Along The Shell Wall And Colume Fitted With Necessary Rust Proof Clamps, Lying65mm X 8Mm G.I. ( Hot Deep ) Ms Flat Conductorfrom Gl To Bottom Of The Earthing Main Pipe 80Mm Dia. Tata ( M ) Fitted And Fixedand Connecting With The Main Earthing Gi Pipe Of 80Mm.Dia Tata ( M ) Of 2.50M To Be Used As Earthing Electrode Driven Down To At Least 3.0M Below Gl And Filling Up With Charcoal, Construction Of Masonry Chamber Making As Per Direction Of Eic & Necessary Arrangement For Testing The Same As Per Iee Rule. ( All Work To Be Done As Specification Of Pwd ( Elec. ) Schedule. ) 105 Provision For Embossing The Name And Capacity Of The Reservoir With ( 2:1 ) Raised Sand Cement Plaster With Letter Size 30Cm. X 20Cm. On The Outside Of Shell Wall Of The Reservoir Painted Complete As Per Direction Of Eic. 106 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Of Primer. ( Two Coats. ) I ) Super Protective 100% Acrylic Emulsion.A ) G.L. To Top Of 1St Bracing 107 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 108 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 109 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 110 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 111 F ) From Top Of 5Th Bracing To Top Of Heal Beam 112 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 113 H ) From 1 / 3Rd Of Shell Wall To Rest 114 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Concrete Surface Old Or New Surface To Received Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Thoroughly, Complete As Per Manufacturer’S Specification And As Per Direction Of The Eic. ( Two Coats ) A ) G.L. To Top Of 1St Bracing 115 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 116 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 117 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 118 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 119 F ) From Top Of 5Th Bracing To Top Of Heal Beam 120 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 121 H ) From 1 / 3Rd Of Shell Wall To Rest 122 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window, Ceiling, Floor, Drain Etc. 123 Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothing Surface By Sand Pepering Etc. 124 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc Including Using Of A Approved Putty Etc On The Surface If Necessaryon Steel Or Other Metal Surface ( With Other Than Hi Gloss Of Approved Quality ) . I ) 2 Coats ( With Any Shade Except White ) 125 Painting With Ready Mixed Black Japan Of Approved Make And Brand Including Smoothening Surface.Two Coats. 126 Making Arrangement For Showing The Water Tightness Test Of The Rcc Elevated Reservoir By Filling With Water Upto The Maximum Level Of The Tank To The Full Satisfaction Of Eic ( Arrangements Of Water, Its Carriage And Lifting To The Tank Including Necessary Pipes, Fitting, Pumping Machinery Etc. Are To Be Provided By The Contractor With His Own Cost. ( If Water Is Supplied By The Department Rate Shall Be Reduced As Per Prevailing Departmental Rate ) ) 127 Disinfection And Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Etc. Complete. 128 Hoisting, Erection , Placing Connecting With Pipes And Specials Cidf Pipes, Specials ) Securing With Building Specials Providing Stays, Clamps As Required Including Cost Of Staging Platform For The Work Etc.All Complete In All Respects As Per Drawing And Direction Of Eic.A ) 250Mm.Dia . 129 B ) 150Mm.Dia . 130 C ) 100Mm.Dia . 131 Laying Of Cidf / D.I Pipes With Specials, Valves Etc. In Trenches Including Excavation In All Sorts Of Soil, Moorum, Soft Rock And Refilling The Trenches After Laying & Jointing Of Pipes Etc. All Complete As Per Specification And Direction Of Eic.A ) 250Mm.Dia . 132 B ) 150Mm.Dia . 133 C ) 100Mm.Dia . 134 Fitting, Fixing Duct-Foot Bend Including Construction Of Cement Concrete ( 4:2:1 ) Base With Stone Chips Ofapproved Grade & Quality & Including Excavation Of Earth Etc Complete In All Respect. ( Analysis Rate ) A ) 250Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 135 B ) 150Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 136 C ) 100Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 137 Hoisting, Fitting, Fixing Of Ci Bell Mouth With Puddle Collar In Rcc Work As Per Drawing Specification Complete In All Respect.A ) 250Mm.Dia . 138 B ) 150Mm.Dia . 139 C ) 100Mm.Dia . 140 Construction Of Masonry Drain 300 Mm X 250 Mm Inner Section With 1St Class 250 Mm Th. Brick Work In Cement Mortar ( 1:4 ) Over A Layer Of Single Brick Flat Soling , Sand Filling 100Mm Th. And 100 Mm Th. Weak Cement Concrete ( 6:3:1 ) With Graded Stone Ballast Pakur Variety ( 40Mm Size ) Including Earth Work In Excavation, 15Mm Th. Cement Plaster ( 4:1 ) And Neat Cement Punning All Rounding The Drain Etc. All Complete As Per Approved Design , Drawing And Direction Of The Engineer In-Charge. ( Analysis Rate ) 141 Supply And Delivery Of Different Dia.Cidf Pipe ( Class - B ) I.S: 1538 - 1976 & Specials ( Class - B ) As Per Is: 1538 - 1993 With Latest Amendment Including Loading, Unloading & Stacking Properly For Connection Of Inlet, Outlet, Overflow And Washout Line Of Ohr As Per Departmental Drawing With Specified Dia. Inclusive Of All Incidental Charges If Any All Complete As Per Direction Of The E.I.C. ( Test Certificate From The Manufacturer And Guarantee Certificate Should Be Produced By The Agency ) 142 A ) Supply And Delivery Of Cidf Sluice Valve Pn-10 Of Different Dia Make With Cast Iron Double Flanged Non Rising Spindle Sluice Valve Generally Conforing To I:S 14846-2000 With Latest Amended If Any Having Body Door Dome / Bonnet And Cover Of Cast Iron Gr.- F.G. 200 ( Ref. Is-210 ) Spindle Of Is: 6603 Gr.- 12 / Cr. 13 Non-Magnetic, Nut And Seat Rings Are Gunmetal As Per Is: 1538 Part Iv & Vi Valves Are Suitable For Maximum Working Pressure Of 10Kg / Sq.Cm. ( Seat Test ) And Body Tested To 15Kg / Sq.Cm. ( Test Certificate From The Manufacturer As Well As Inspection Certificate From Third Party Inspection, Agency To Be Arranged By Their Own Cost And To Be Approved By E.I.C. ) N.B. The Above Item Should Be Procured From The Reputed Manufacturer Viz- Kalpana, Jupiter & Upadhaya Or Similar Approved Vender List. [ With Cap ] A ) 250Mm.Dia . 143 B ) 150Mm.Dia . 144 C ) 100Mm.Dia . 145 Construction Of R.C.C. Inlet & Overflow Chamber As Per Drawing Cast With Rcc Wallwithcement Concretenot Leaner Than 1:1.5:3 With Graded 20 Mm Down Pakur Variety Stone Chips And Reforcement Having Wall Thickness 125 Mm And Complete With Plastering 15Mm Th. ( 1:4 ) With Neat Cement Finishing And As Per Direction Of The E.I.C. ( Inner Size = 600 Mm X 600 Mm X 750 Mm ) ( Analysis Rate ) 146 Applyingwate Thinable Non-Toxic Acrylic Polymer Modified Paint Coating Or Equivalent Brand Of Approved Quality 2 ( Two ) Finished Coats Over 2 Coats Of Primer Of Same Brand To The Ceiling Of Roof Dome Including Supplying Supplying Requisite Coating Materials Cleaning Of The Substrant Properly To Make It Free From Dirt, Paint, Oil And Grease Sludge, Blisters, Fungus , Moss, And All Other Undesireble Particles Using Wire Brush , Sand Paper Etc. Including Mending Good All Damages All Complete As Per Direction Of The E.I.C. 147 Supplying Hoisting, Fitting Fixing Approved Type Water Level Indicator With Copper Float, Guide Pulley, Wire Boards Etc. As Per Standard Specification And Direction And Satisfaction Of Eic 148 Site Clearence By Removing All Unserviceablematerials, Debris Etc. All Complete As Per Direction Of E.I.C. 149 Construction Of 3 Nos Pump House And Boundary Wall With Land Development ( Annexure Iv ) 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. 150 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm. As Directed And Consolidating Same By Thorough Saturation With Water Ramming Complete, Including The Cost Of Supply Of Sand. 151 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming Anddressing Bed To Proper Level And Filling Joints With Local Sand. 152 Ordinary Cement Concrete ( 1:2:4 ) With Graded Stone Chips ( 20 Mm Size ) Nominal Size Excluding Shuttering And Reinforcement , If Any In Ground Floor As Per Relevant Is Code. ( A ) Pakur Variety 153 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. Pakur Variety 154 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation. 155 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. , Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction.A ) For Works In Foundation Basement Upto Roof Of Ground Floor / Upto 4 M . I ) Top Steel / Mild Steel [ I. Sail / Tata / Rinl=> Rs.-53241.00 / M; Ii. Other Than Sail / Tata / Rinl=> Rs.-51991.00 / Mt ] 156 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Foundation And Plinth. 157 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Superstructure Ground Floor ( 1:6 ) 158 125 Mm Thick Brickwork With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 159 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 Mtr Using Approved About Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs , Beams, Columns, Lintels, Curved Or Straight Including Fitting, Fixing & Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of Engineer-In-Charge. 160 25 Mm Thick Damp Proof Course With Cement Concrete With Stone Chips ( 3:1.5:1 ) ) ( With Gradedstone Aggregates 10 Mm Normal Size ) And Paintingthe Top Surface With A Coat Of Bitumen Using 1.7 Kg Per Sq M Including Heating The Bitumen And Cost And Carriage Of All Materials Complete. 161 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand & Cement Mortar Includgrounding Off Or Chamfering Corners As Directed A Ramming Out Joints Or Roughening Of Concretesurface By Chamfering Etc. Including Threading Noising And Drip Course Where Necessary. ( Ground Floor ) I ) With 1:6 Cement Mortar.20 Mm Thick Plaster 162 I ) With 1:6 Cement Mortar.15 Mm Thick Plaster 163 I ) With 1:4 Cement Mortar.10 Mm Thick Plaster 164 Supplying Fitting, Fixing- Openable Steel Windows As Per Is Sizes With Side Hung Shutters And Horizotal Glazing Bars With / Without Fixed Type Ventilators. [ The Extra Rate Admissible For The Openable Portion Only ] ( P-82, I-33 ) 165 Supplying 1.5Mm Thick M.S. Sheet Fitted And Fixed On One Or Both Faces Of M.S. / W.I. Gate Etc. With Point Welding At Not More Than150mm Apart Complete In All Respect As Per Design Including Cost Of All Labour And Materials 166 M.S. Or W.I. Ornamental Grill Of Approved Design, Joints Continuously Welded With M.S. Wi Flats And Bats For Winding, Drilling Etc.Fitted & Fixedwith Necessary Screw And Lugs In Ground Floor. ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr.Rs.- 8247.00 / Qt, ( Ii ) Grill Weighing Above 16 Kg. / Sq.Mtr And Abovers.-8053.00 / Qt. 167 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface Including Scraping The Same Thoroughly ( Plastered Or Concrete Surface ) As Per ManufactureS Specification In Ground Floor. A ) Two Coats ( On New Cement Plaster Surface ) 168 White Washing Including Cleaning And Smoothening Surfacethoroughly.A ) 3 Coats. 169 B ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 170 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc Including Using Of A Approved Putty Etc On The Surface If Necessaryb ) On Steel Or Other Metal Surface ( With Other Than Hi Gloss Of Approved Quality ) . I ) 2 Coats ( With Any Shade Except White ) ( Hi Gloss ) 171 Number Plaque Of Buildings ( Plaque Size Upto 225 Mm X 225Mm ) Made Of Cement Plaster ( 2:1 ) On Face Of Wall Or Plinth , With 50 Mm Size Letters P.H.E. And The Number Of The Structure Formed Thereon ( In Sunk Type ) Including Painting The Letters Complete As Per Direction. ( Cement = 1 Kg / No ) 172 Supplying, Fitting And Fixing PeetS Valve Fullway Gunmetal Standard Pattern Best Quality Of Approved Brandbearing I.S.I. Marking With Fittings . ( Tested To 21 Kg / Sq.Cm. ) ( For Water Lines Only ) .- 15 Mm. Dia. 173 Construction Of Septic Tank Of Different Capacities As Per Approved Drawing With 1St Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The 100Mm Thick R.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finished With 25 Mm Thick Grey Artificial Stone Over 100 Mm Thick R.C.C ( 1:1.5:3 ) Bottom Slab Including Supplying, Fitting And Fixing All Necessry Specials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In All Sorts Of Soil, Shoring, Bailing Out And Pumping Out Water As Necessary, Ramming, Dressing The Bed And Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Connecting All Necessary Pipes, Joints Etc. With Internal Plaster Work And Artificial Stone Flooring Is To Be Done With Admixture Of Water Proofing Compound @ 0.5% By Weight Of Cement With All Costs Of Labour And Materials. Note:- ( I ) Finished Level Of Septic Tank Should Be 400 Mm. From Ground Level. ( Ii ) Height Of 50 Mm. Ventilation Pipe &Mosquito Proof Mesh, Should Be Follwed As Per Is:2470, Part I.Payment Will Be Made Separetly On The Basis Of Actual Height Based On Relevant I.S.Code. ( I ) For 10 Usersa ) With Pakur Variety. ( Sail / Tata / Rinl ) 174 Supplying, Fitting & Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make Supplied , Fitted Fixed In Positioncomplete Excluding P Or S Trap. ( Excluding Cost Of Concrete For Fitting ) I ) 530Mm X 410 Mm 175 Supplying Fitting And Fixing10 Litre Pvc Low-Down Cisternof Conforming To I.S. Specification With Pvc Fitting Complete C.I.Make With Either Side Or Bottom Brackets Including Two Coats Of Painting To Brackets. 176 Supplying Pvc Water Storage Tank Of Approved Quality With Closed Lid ( Black ) -Multilayer. A ) 500 Litre Capacity. 177 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Work Upto 1.6 Metre From The Bottom Having 150 Mm Intermediate Cement Brick Work ( 1:4 ) Band All Round And Cement Brick Work ( 1:4 ) Upto 0.90 Metre From Top With 20Mm Thick Cement Plastering ( 1:4 ) To Inside Face Upto The Depth Of Cement Brick Work, 15Mm Thick Cement Plaster ( 1:4 ) On Outer Face From Top Of The Well Upto G.L. And 6 Mm Thick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mm Thick With Cement Conc ( 1:1.5:3 ) With Stone Chips With Necessary Reinforcement And Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The Cover Slab With Necessary Fittings, Making Nacessary Arrangements For Pipe Connections, Excavation Of Well Including Shoring, Dewatering And Removing The Exess Earth From The Premises As Per Direction Complete In All Respect With All Costs Of Labour And Materials. With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00M Inside Dia. ( Sail / Tata / Rinl ) 178 Supplying, Fitting & Fixing Upvc Pipes A-Type And Fittings Conforming To Is:13592-1992 With All Necessary Clamps Nails, Including Making Holes In Walls, Floor Etc. Cutting Trenches In Any Soil Through Masonry Concrete Structures Et. If Necessary And Mending Good Damages Including Joining With Jointing Materials ( Spun Yarn, Valamoid / Bitumen / M-Seal Etc ) Complete. ( A ) 75Mm. Dia. 179 Supplying, Fitting And Fixing Fan Hook For Ceiling With1 Metre Long16mm Dia Rod Complete Including Mending Damages .Payment For Damage And Repair To Be Made Separately. 180 Wash Basin White Vitreous China Of Approved Make ( Without Fittings ) Supplied , Fitted And Fixed In Position On 75Mm X 75Mm X 75Mm Wood Blocks And C.I. Brackets Including Two Coats Of Painting Of C.I. Brackets. ( A ) 450 Mm X 300 Mm Size. 181 Supplying, Fitting And Fixing Approved Brand P.V.C. Connector White Flexible, With Both Ends Coupling With Heavy Brass C.P. Nut, 15 Mm Dia. ( A ) 900 Mm Long. 182 Cutting Holes And Subsequent Mending Good Damages. 183 Supplying , Fitting And Fixing 30 Mm. Thick Both Side Prelaminated Factory Made Solid Panel Pvc Door Shutter Consisting Of Outer Frame Made Out Of Ms Tubes Of 19 Gauge Thickness And Size 19 Mm. X 19 Mm. For Styles, Top And Bottom Rails, Ms Frame Shalll Have Cost Of Steelprimers Of Approved Make And Manufacture, M.S Frame Cover With 5 Mm.Thick Head Moulded Pvc C Channel Of Size 30 Mm. Thick 70Mm. Width Out Of Which 50 Mm. Shall Beflat And 20Mm. Shall Be Tapered In 45 Degree Angle Of Either Side Forming Styles, And 5Mm Thick 95 Mm. Wide Pvc Sheet Out Of Which 75 Mm. Shall Be Flat And 20 Mm. Tapered In 45 Degree On The Inner Side Toform Top & Bottom Rail And 115Mm.Wide Pvc Sheet Out Of Which 75 Mm. Shall Be Flat And 20 Mm. Shall Be Tapered On Both Sides To Form Lock Rail. Top Bottom And Lock Rails Shall Be Provided Either Side Of The Panel With 10Mm. ( 5Mm. X 2 Mm. ) Thick , 20 Mm. Wide Cross Pvc Sheet As Gap Insert For Top Rail And Botttom Rail Sheet To Be Fitted In The M.S Frame Weled / Sealed Tothe Styles &Rails With 7 Mm. ( 5Mm. + 2 Mm. ) Thick X 15 Mm. Wide Pvc Sheet Beading On Inner Side And Joint Together With Solvent Cement Adhesive . An Additional 5 Mm. Thick Pvc Strip Of 20 Mm. Which Is To Be Stuck On The Interior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Com Excluding All Necessary Hardwire As Per Direction Of The E.I.C In Ground Floor. 184 Supplying Fitting Approved Type Ventilator In Position After Cutting Holes In Walls, Setting In Cement Mortar, Mending Damages To Wall And Plaster And Two Coats Of Paint Of Approved Brand Sand Shade .Payment Of Mending Two Damages Of Wall & Plaster And Painting To Be Made Separately.R.C.C. Ventilator Of 20 Mm Thick - Upto 0.10 Sq.M. Area 185 Constructing Inspection Pit Of Inside Measurement 600 Mm X 600 Mm X Upto 600 Mm ( Depth ) With 250 Mm Thick 1St Classbrick Work In Cement Mortar ( 1:4 ) On All Sides , Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling, 15 Mm Thick ( 1:4 ) Cement Plaster To Inside Walls And Outside Walls Upto Gl And 20 Mm Thick ( 1:4 ) Plaster To Bottom Of The Pit, Providing Necessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing To Entire Internal Surfaces, Top Of The Pit Covered With 100 Mm Thick Rcc Slab ( 1:1.5:3 ) With Stone Chips And Necessary Reinforcements Upto 1% And Shuttering Including 6 Mm Thick Cement Plaster ( 1:4 ) In All External Surfaces Of The Slab And One 560 Mm Dia Rcc Manhole Cover Of Approved Make Supplied, Fitted And Fixed In The Slab With Necessary Fittings, Necessary Earth Work In Excavation In All Sorts Of Soil, Filling Sides Of The Pit With Earth And Removing Spoils After Work Complete In All Respects With All Costs Of Labour And Materials. -With Pakur Variety. 186 Supplying , Fitting And Fixing Cast Iron P Or S Trap Conforming To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .- S Trap - 100 Mm. 187 Supplying, Fitting And Fixing Alloy Iron With Brass Spindle Bib Cock / Stop Cock Of Approved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq.Cm. - 15 Mm. Dia. 188 Supplying, Fitting And Fixing Approved Patent Vent Cowl I.C.I. Conforming To I.S.S And Painting Two Coats To The Exposed Surface With Approved Paint Complete. ( Payment Of Painting Will However Be Paid Seperately ) .- 100 Mm Dia. 189 Supplying, Fitting And Fixing Pillar Cock Of Approved Make. A ) I ) Cp Pillar Cock-15 Mm ( Equivalent To Code No-507 & Model - Tropical / Sumthing Special Of Essco Or Similar Brand ) . 190 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. A ) With Carried Earth Arranged By The Contractor Within A Radius Of 3 Km. Including Cost Of Carried Earth. 191 Laying For Rising Main & Distribuition System With Fhtc ( Annexure V ) Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc.Including Earth Work Inexcavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cableetc. ( Incaseof Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Beborne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt.Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Item Ii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Full Iii ) Thepipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.A ) 150Mm Dia. 192 B ) 200Mm Dia. 193 C ) 250Mm Dia 194 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150Mm Dia. 195 C ) 200Mm Dia. 196 D ) 250Mm Dia 197 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) .A ) 250Mm Dia 198 B ) 200Mm Dia. 199 C ) 150Mm Dia. 200 E ) 100Mm.Dia . 201 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic.B ) 150Mm.Dia.To 200Mm.Dia Pipe 202 C ) 250Mm.Dia.To 350 Mm.Dia Pipe 203 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Proper Using Of Push Joint By Means Of Grinder Set At Site For Proper Joint Etc. All Complete As Per Direction Of Eic.B ) 150Mm Dia. 204 C ) 200Mm Dia. 205 D ) 250Mm Dia 206 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .A ) For Ci / Di Pipe.A ) 150Mm Dia. 207 B ) 200Mm Dia. 208 C ) 250Mm Dia 209 B ) For Upvc / Hdpe Pipea ) 50Mm ( Od ) 210 B ) 63Mm ( Od ) 211 C ) 75Mm ( Od ) 212 D ) 90Mm ( Od ) 213 E ) 110Mm ( Od ) 214 F ) 125Mm ( Od ) 215 G ) 140Mm ( Od ) 216 H ) 160Mm ( Od ) 217 I ) 180Mm ( Od ) 218 J ) 200Mm ( Od ) 219 K ) 225Mm ( Od ) 220 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .A ) For Ci / Di Pipe.B ) 150Mm Dia. 221 C ) 200Mm Dia. 222 D ) 250Mm Dia. 223 B ) For Upvc / Hdpe Pipea ) 50Mm ( Od ) 224 B ) 63Mm ( Od ) 225 C ) 75Mm ( Od ) 226 D ) 90Mm ( Od ) 227 E ) 110Mm ( Od ) 228 F ) 125Mm ( Od ) 229 G ) 140Mm ( Od ) 230 H ) 160Mm ( Od ) 231 I ) 180Mm ( Od ) 232 J ) 200Mm ( Od ) 233 K ) 225Mm ( Od ) 234 Submission Of Complete Detailed Drawing Of Distribution System, Rising Main Etc. After Execution Of Work Showing Position Of Different Types Of Valves, Fittings / Specials Sluice Valve Chamber With Location, Node To Node Wise In The Sanctioned Drawing As Completion Drawing Of The Water Supply Scheme As Per Direction And Satisfaction Of Eic. The List Of Dia Wise Fitting / Specials, Different Pipes ;Of Valve Used In The Rising Main Should Be Shown In The Completion Drawing ( Not Separate ) With Verified By Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies. 235 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic 236 Dismantling All Type Of Plain Cement Concrete Works, Stacking Serviceable Materials Of Site And Removing Rubbish As Directed Within A Lead Of 75Mtr. For Laying All Dia Pipe Line In Ground Floor, Upto 150Mm Thick.A ) Upto 150Mm Thick 237 B ) Above 150Mm Thick 238 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement Inrcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 239 Ii ) 200 Mm Dia Pipe 240 Iii ) 250 Mm Dia To 350Mm Dia Pipe 241 Making Holes In Two Sides Of Wall Of Culvert / Drain Or Any Other Structuresin Any Places For Laying Any Dia Pipe Line Within Structures Intwo Sides Of Wall Of Culvert / Drain / Any Structure At Any Places And Mending Good Damages All Complete As Per Direction Of Eic. 242 A ) Construction Of Rcc Street Stand Post ( 700Mm Height ) Of Rcc ( 1:1.5:3 ) Footing Over 75Mm Thick 4:2:1 P.C.C Over A Single B / F Soling With 1% Reinforcement, Connected With Saddlepiece & 15Mm Dia Brass Ferrule With Supplying Fitting, Fixing 15Mm Dia G.I. Nipple, G.I.Socket, G.I. 200Mm X 150Mm Reducing Elbow And 20Mm Dia Gi ( M ) Tata Pipe Of ( Avg. ) 2.6Mtr. Long And One 15Mm Dia Alloy Iron With Brass Spindle Bib Cock With Socket And 20Mm G.I. Elbow 2Nos. With 15Mm Gi ( M ) Tata Pipe Of 0.225Mtr. For Connection Of Stand Post To Distribution Line As Per Deptt. Design And Drawing As Per Direction Of Eic Along With Construction Of Platform Of Size Cc Platform ( 1:2:4 ) Over A Single B / F Soling Below G.L Over 150Mm.Thick Sand Filling, Neat Cement Finish Over Platform And Inner Side Of Band And 15Mm Thick Cement Plaster ( 4:1 ) On Top Of Platform Band And Outside Upto G.L. As Per Deptt. Drawing And As Per Direction Of Eic 243 Supplying Hdpe ( Materials Grade Pe-80 ) Pipes Conforming To Is 4984-1995 With Latest Revision & Amendments If Any With Necessary Hdpe Specials ( Excluding Cost Of Cidf Valves ) Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Ofhydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6Ii ) Laying Of Pipe Line Including Cost Of Pipe & Fittings / Specials Butexcluding Cost Of Valvesa ) 50Mm ( Od ) 244 B ) 63Mm ( Od ) 245 C ) 75Mm ( Od ) 246 D ) 90Mm ( Od ) 247 E ) 110Mm ( Od ) 248 F ) 125Mm ( Od ) 249 G ) 140Mm ( Od ) 250 H ) 160Mm ( Od ) 251 I ) 180Mm ( Od ) 252 J ) 200Mm ( Od ) 253 K ) 225Mm ( Od ) 254 Providing Fhtc From The Existing Cl / Dl / Upvc / Hdpe / Gl / Ac Distribution Pipeline By Installing 10 Mm Nb Gun-Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On The Said Pipeline With Supply, Fitting & Fixing Of All Other Accessories Like Saddle Piece Of Required Size To Fit The Existing Distribution Pipeline, Specials, Nut & Bolts, Rubber Sheet, Washers Etc And Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Peioo, Pn16 ) Pipe ( Average 15M Length ) With All Necessary Specials 1.0 Metre Below The Ground Connecting The Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Direction Of The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The Household Or As Directed By Eic. Supply And Installation Of A 15Mm Dia. Alloy Iron Bib Cock ( Tested To 21 Kg / Cm2 ) Above 1.0 Mtr. From Ground, An Alloy Stop Cock Of 15 Mm Dia. With Brass Spindle ( Tested To 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Medium Duly ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Hdpe / Pvc Pipe And Upto 1.0 M Above Ground Within The Premises Of Household.Note : 1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd-1785 And Threaded To Match With Gi Pipe As Per Is: 1239 ( Part-I ) .2. Rate Is Exclusive Of Supply And Delivery Of 10Mm Nb Gun Metal Ferrule.3. Payment Of Supply And Laying Of 15Mm Dia Nb Pvc ( Schedule 80 ) Or 20Mm Od Hdpe ( Pe 100, Pn 16 ) Pipe With All Necessary Specials 1.0M Below The Ground Will Be Made On Actual Measurement Basis. The Rate Of This Item Is Rs. 117 / -Per Metre.A ) Upto 10M Length 255 B ) Above 10M Upto 20M Length 256 Colection Of Household Details As Per Prescribed Formatthrough Mobile App / Hard Copies Including Geo Referance As Diected By E.I.C And Submission Of The Same To The P.H.E Dte.In Soft Copies. 257 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.A ) Pakur Variety 258 Cost For Boring Any Type Of Soil By Augor Boring ( Horizontal ) With Water Jet System Including Hire Charges Of Machine, Tools & Plants, All Complete With All Labour And Supply Of Water Etc. As Per Specification And Direction Of Eic.I ) 80Mm To 100Mm Dia. 259 Ii ) 125 Mm To 200 Mm Dia 260 Supplying, Fitting And Fixing In Position G.I. Pipes Of Tata Make For Underground Works With All Necessary Accessories, Specials Viz.Socket, Bend, Tee, Union, Cross, Elbow, Nipple, Short Piece Etc.Including Cost Of All Materials, Jointing Materials , Cutting Pipes, Making Threads, Cutting Trenches Upto 1.5 Metre Below Surface In All Sorts Of Soil And Refilling The Same As Directed With Two Coats Of Painting On G.I. Pipes And Specials With Bituminous Paint Complete In All Respect. ( Payment Will Be Made On The Centre Line Measurement Of The Total Pipe Line Including All Specials No Separate Payment Will Be Made For Accessories, Specials.Payment For Painting Will Be Made Seperately ) ( S & P Schedule, Page-2 ) H ) ( Ii ) 80 Mm Dia. Medium Quality. 261 Supplying, Spreading And Consolidating Stone Dust To A Depth Of 100 Mm And Above At Desired Density And C.B.R. As Per Specification With Power Roller To Proper Gradient And Camber Including Watering As Necessary, And Lighting, Guarding, Barricading And Making Adequate Earthen Bundh Where Necessary To Protect The Edges And Curing With Water For 2 To 3 Days, Mending Cracks And Depressions By Rolling Where Necessary Including All Incidental Charges Of Roller, Cost Of Fuel & Lubricants Complete As Per Specification. ( Ref ; Pwd Sor 17 , Page No 242 , Item No 4.06 ) 262 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eicf ) Above 40 Km Upto 50 Km 263 G ) Above 50 Km ( Extra Cost Per Km ) Extra 50 Km ( 4 Nos Truck X 50 Km Each = 200 Km )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
24.
Defence #10694380 Price Bid
Tender For Construction Of 03 Nos Bore Well At Nsg Campus Manesar Gurgaon ( Haryana ) .; 1 Earth Work 2 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 Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 3 All Kinds Of Soil. 4 Cement Concrete ( Cast In Situ ) 5 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 6 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 7 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For : 8 Retaining Walls, Return Walls, Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Fillets, Kerbs And Steps Etc. 9 Reinforced Cement Concrete 10 Reinforced 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 : 11 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) Derived From Natu- Ral Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 12 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 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 ) . 13 Providing And Fixing Tie Bolt, Spring Coil And Plastic Cone In Wall Shuttering Complete As Per The Direction Of Engineer-In-Charge. 14 20 Mm Dia.& 225 Mm Length 15 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. 16 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 17 Flooring 18 52 Mm Thick Cement Concrete Flooring With Concrete Hardener Topping, Under Layer 40 Mm Thick Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) And Top Layer 12 Mm Thick Cement Hardener Consisting Of Mix 1:2 ( 1 Cement Hardener Mix : 2 Graded Stone Aggregate 6 Mm Nominal Size ) By Volume, Hardening Compound Mixed @ 2 Litre Per 50 Kg Of Cement Or As Per ManufacturerS Specifications. This Includes Cost Of Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 19 Finishing 20 6 Mm Cement Plaster Of Mix : 21 1:3 ( 1 Cement : 3 Fine Sand ) 22 Water Supply 23 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. External Work 24 65 Mm Dia Nominal Bore 25 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 26 25 Mm Nominal Bore 27 Painting G.I. Pipes And Fittings With Two Coats Of Anti-Corrosive Bitumastic Paint Of Approved Quality : 28 65 Mm Diameter Pipe 29 Providing And Fixing G.I. Union In G.I. Pipe Including Cutting And Threading The Pipe And Making Long Screws Etc. Complete ( New Work ) : 30 65 Mm Nominal Bore 31 Providing Push-On-Joints To Centrifugally ( Spun ) Cast Iron Pipes Or Ductile Iron Pipes Including Testing Of Joints And The Cost Of Rubber Gasket : 32 100 Mm Dia Pipes 33 Drainage 34 Providing M.S. Foot Rests Including Fixing In Manholes With 20X20x10 Cm Cement Concrete Blocks 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) As Per Standard Design : 35 With 20X20 Mm Square Bar 36 Supplying And Fixing C.I. Cover Without Frame For Manholes : 37 455X610 Mm Rectangular C.I. Cover ( Light Duty ) The Weight Of The Cover To Be Not Less Than 23 Kg 38 Rain Water Harvesting & Tubewells 39 Boring / Drilling Bore Well Of Required Dia For Casing / Strainer Pipe, By Suitable Method Prescribed In Is: 2800 ( Part I ) , Including Collecting Samples From Different Strata, Preparing And Submitting Strata Chart / Bore Log, Including Hire & Running Charges Of All Equipments, Tools, Plants & Machineries Required For The Job, All Complete As Per Direction Of Engineer-In-Charge, Upto 90 Metre Depth Below Ground Level. 40 All Types Of Soil 41 300 Mm Dia 42 Rocky Strata Including Boulders 43 300 Mm Dia 44 Boring / Drilling Bore Well Of Required Dia For Casing / Strainer Pipe, By Suitable Method Prescribed In Is: 2800 ( Part I ) , Including Collecting Samples From Different Strata, Preparing And Submitting Strata Chart / Bore Log, Including Hire & Running Charges Of All Equipments, Tools, Plants & Machineries Required For The Job, All Complete As Per Direction Of Engineer -In-Charge, Beyond 90 Metre & Upto 150 Metre Depth Below Ground Level. 45 Rocky Strata Including Boulders 46 300 Mm Dia 47 Gravel Packing In Tubewell Construction In Accordance With Is: 4097, Including Providing Gravel Fine / Medium / Coarse, In Required Grading & Sizes As Per Actual Requirement, All Complete As Per Direction Of Engineer-In-Charge. 48 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well, Erw ( Electric Resistance Welded ) Fe 410 Mild Steel Screwed And Socketed / Plain Ended Casing Pipes Of Required Dia, Conforming To Is: 4270, Of Reputed & Approved Make, Including Painted With Outside Surface With Two Coats Of Anticorrosive Paint Of Approved Brand And Manufacture, Including Required Hire & Labour Charges, Fittings & Accessories, All Complete, For All Depths, As Per Direction Of Engineer-In-Charge. 49 200 Mm Nominal Size Dia Having Minimum Wall Thickness 5.40 Mm 50 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well, Erw ( Electric Resistance Welded ) Fe 410 Plain Slotted ( Having Slot Of Size 1.6 / 3.2 Mm ) Mild Steel Threaded And Socketed / Plain Bevel Ended Pipe ( Type A ) Of Required Dia, Conforming To Is: 8110, Of Reputed And Approved Make, Having Wall Thickness Not Less Than 5.40 Mm, Including Painted With Outside Surface With Two Coats Of Anticorrosive Bitumestic Paint Of Approved Brand And Manufacture, Including Hire & Labour Charges, Fittings & Accessories, All Complete, For All Depths, As Per Direction Of Engineer -In-Charge. 51 150 Mm Nominal Size Dia 52 200 Mm Nominal Size Dia 53 Development Of Tube Well In Accordance With Is : 2800 ( Part I ) And Is: 11189, To Establish Maximum Rate Of Usable Water Yield Without Sand Content ( Beyond Permissible Limit ) , With Required Capacity Air Compressor, Running The Compressor For Required Time Till Well Is Fully Developed, Measuring Yield Of Well By V Notch Method Or Any Other Approved Method, Measuring Static Level & Draw Down Etc. By Step Draw Down Method, Collecting Water Samples & Getting Tested In Approved Laboratory, I / C Disinfection Of Tubewell, All Complete, Including Hire & Labour Charges Of Air Compressor, Tools & Accessories Etc., All As Per Requirement And Direction Of Engineer-In-Charge. 54 Providing And Fixing M.S. Clamp Of Required Dia To The Top Of Casing / Housing Pipe Of Tubewell As Per Is: 2800 ( Part I ) , Including Necessary Bolts & Nuts Of Required Size Complete. 55 200 Mm Clamp 56 Providing And Fixing Bail Plug / Bottom Plug Of Required Dia To The Bottom Of Pipe Assembly Of Tubewell As Per Is:2800 ( Part I ) . 57 150 Mm Dia 58 Mr Items 59 Charges For Conducting Geophysical Surface Resistivity Investigation For Tubewell Site Selection To Find Out Thickness Of Alluvial, Protential Zones, Water Quality Variation With Depth & Type Of Rig To Be Deployed. 60 Electrical 61 Supplying, Installation, Testing And Commissioning Of Multi Stage Submersible Pump Set, In Bore Well Complete Withcoupled Totally Enclosed Electric Motor Suitable For 415 Volt, 50 Hz, 3 Phase A. C. Supplyincluding Water Proof Jointing Of Cables. ( Excluding Lowering Charges, Lowering Charges Of Submersible Pumpset Included In The Item Lowering Of Column Pipe ) ( Horse Power Of The Motor , Stage , Lpm & Head Of The Submersible Pump Will Be Decided By Engg In Charge On Basis Of Yield Report Submitted By The Contractor ) 62 Providing And Loweringgi Pipes Class B Marked With Is: 1239 In 6 M Length, Including Threading And Welding With Flanges ( Heavy Duty ) On Both Sides, Jointing With Nuts And Bolts, Rubber Gaskets, Into Tube Wells And Testing Commissioing Etc. Complete In All Respects To The Satisfaction Of Engineer-In- Charge. ( Make :Isi Marked B Class Jindal Hisar / Tata / Prakash Surya / Swastik / Zenith Maked G.I. Pipe ) 63 50Mm Dia 64 65Mm Dia 65 Supplying And Laying Of One Numberflat Copper Conductor Submersible Cable Of Following Size Pvc Insulated And Pvc Sheathed Flat Copper Submersible Cable Of 1.1 Kv Grade Along Thelength Of Coloum / Delivery Pipe / In The Existing Masonry Open Duct / Along Wall Surface / Cable Tray / Loose For Connections / In Existing Pvc Casing / Capping Etc. As Required. ( Isi Marked Make Havells / Polycab / Finolex / Rr Kabel ) 66 3 X 4.0 Sqmm 67 Supplying & Fixing Nylon Rope 16Mm Dia Complete With Shackles For Fixing Of Pump Set During The Lowering Of Pumpset To Avoid Slippage Complete As Reqd . 68 Providing And Fixing Three Phasesubmersible Pump Controllers With Single Phase Preventer Submersible Motormodel Mug15fasd Make L&T Suitable Relay Rangeor Equivalent In Havells & Siemens In Existing Cubicle Panel Board Making Connections, Etc. As Required. ( Relay Range & Horse Power Of The Starterwill Be Decided By Engg In Charge On Basis Of Submersible Motor Capacity ) 69 Supply, Installation, Testing And Commissioning Of Outdoor Type Totally Enclosed, Dust And Vermin Proof, Pedestal Mounted Inspection Box / Junction Box Of A Suitable Size But Not Less Than 600 Mm Wide X 450 Mm Height X 450 Mm ( Deep ) Fabricated From 2 Mm Thick Crca Sheet Steel Having Front And Back Openable Doors With Locking Arrangement On Both Sides, Tapered Top ( Roof ) , Including Detachable Cable Gland Plate Made Of 3 Mm Thick Crca Sheet, Including Pre-Paint Treatment, Phosphating And Powder Coating By Approved Siemens Grey Paint, Earthing Stud, Danger Notice Plate Fixed, Complete As Required. The Feeder Pillar Should Be Complete With A Mounting Frame Made Of 50 Mm X 50 Mm X 6 Mm Angle Iron With 900 Mm Long Legs. The 4 Legs Of The Feeder Pillar Shall Be Erected On A Suitable Size 1:3:6 Cement Concrete ( 1:3:6 Cement; 3 Sand; 6 Graded Stones Of 20 Mm Size ) Pedestal Having 900Mm Of Depth ( 600Mm Below Ground & 300Mm Above Ground ) . 70 Earthing With G.I. Earth Pipe 4.5 Metre Long, 40 Mm Dia Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Etc. With Charcoal / Coke And Salt As Required. 71 Providing And Laying Earth Connection From Earth Electrode With 6 Swg Dia G.I. Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Thimble Excavation And Re-Filling As Required. 72 Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing As Required. 73 Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc.Direct In Ground ( 75 Cm Below Ground Level ) Including Excavation And Refilling The Trench But Excluding Sand Cushioning And Protective Covering Etc., Complete As Required. 74 90 Mm Dia ( Od-90 Mm & Id-76 Mm Nominal ) 75 Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc.Direct In Ground ( 75 Cm Below Ground Level ) In The Existing Trench Complete As Required. 76 90 Mm Dia ( Od-90 Mm & Id-76 Mm Nominal ) 77 The Road Crossings Of Power Cablethrough Trenchless Boring.Trenchless Boring Using Manual / Machine Moling Techniqueat 0.75 Metre Below The Ground Level For Following Size Pipes, Including Survey Of Under Ground Utilities, Excavation Of Pits, Moling With The Hole Size Not Exceeding 20% Of The Pipe Dia, Backfilling, Compaction And Restoration Of The Pits To Original Condition Etc. As Required.The Rates For Moling, As Indicated Are Inclusive Of Excavation Of Pits, Backfilling, Compaction Andrestoration Of The Pits To Original Condition. Any Damages Occurred To Other Utilities During The Moling Operation Shall Be Immediately Notified And Rectified By The Contractor Without Any Cost Implication To The Department. The Length Of The Hole ( Excluding The Sizes Of The Pits On Both Ends ) Shall Be Considered For The Measurement Of Moling Length. However, Intermediate Pits Will Consider In The Moling Length.I ) Upto 150 Mm Dia Dwc Hdpe / G.I. / Pvc 78 Supplying And Laying Of One Number Aluminium Conductor, Xlpe Insulated, Pvc Sheathed, Armoured Power Cable Of 1.1 Kv Grade , Confirming To Is : 7098 ( Part-1 ) 1988 Of Following Size In The Existing Rcc / Hume / Metal Pipe As Required. 79 3.5 X 35 Sq. Mm 80 Supplying And Laying Of One Number Aluminium Conductor, Xlpe Insulated, Pvc Sheathed, Armoured Power Cable Of 1.1 Kv Grade , Confirming To Is : 7098 ( Part-1 ) 1988 Of Following Size Direct In Ground Including Excavation And Refilling The Trench Etc As Required, But Excluding Sand Cushioning And Protective Covering. 81 3.5 X 35 Sq. Mm 82 Supplying And Laying Of One Number Aluminium Conductor, Xlpe Insulated, Pvc Sheathed, Armoured Power Cable Of 1.1 Kv Grade , Confirming To Is : 7098 ( Part-1 ) 1988 Of Following Size In The Existing Masonry Open Duct / Along Pole / Loose For Connections Etc As Required. 83 3.5 X 35 Sq. Mm 84 Supplying 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 85 3.5 X 35 Sq. Mm 86 Supplying And Making Cable Route Marker With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Of Size 60 Cm X 60 Cm At The Bottom And 50 Cm X 50 Cm At The Top With A Thickness Of 10Cm Including Inscription Duly Engraved As Required. 87 Add 1.0633 Multiplying Factor For Gst On Dsr
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Haryana View Result →
25.
Drinking Water Supply and Sanitation #10691815 Price Bid
Augmentation Of Water Supply Scheme Village Ghassblock Qadiandistt. Gurdaspur. ( Under 1A ( Iii ) / Jjm Projectproviding Andinstallingdeep Tubewell 200Mm I / D Straight Tubewell By Drilling 500Mm Bore With Reverse Rotary Rig Upto A Depth Of 125M Bgl, Const. Pump Chamber Size 2.20×2.20Mtr. Without Gravel Pit But Including Sanitary Latrinein Pump Chamber, Providing & Installing Pumping Machinery, Disinfections Unitelectronically Actuated Type, All Civil Works, Supplying And Laying Of Pvc Pipes, Valves And Specials For Rising Main, Distribution System, Water Connection, Water Meter And Constructing 1 No. Ohsr 25Kl Capacity Having Height Of 15.50M Bottom, 17.20 Mtr. Upto Fsl Including The Cost Of Inlet, Outlet, Overflow & Scour & Vertical Pipes, Ci Duck Foot Bends, Expansion Joints, Puddle Collar, Lightening Conductor, Earthing, Ms Steel Ladder Of Tank Portion Stair Case With G.I Pipe Railing On Both Sides Ventilation, Aluminum Ladder Inside Ohsr, Scour / Overflow Sluice Valves And Making Connections With Rising Main And Distribution Pipe Line & Dev. & Water Works Complete In All Respects. Operation And Maintenance Water Supply System Including Machinery, Pump Operator Cum-Chowkidar, Sodium Hypo Chloride Solution With Storage Tank Of Sufficient Disinfection For 3 Months After Completion And Environment Management At Water Work Site. ( Operation & Maintenance Cost Excluding Electricity Charges )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Punjab View Result →
26.
Housing Urban and Rular Development #10668206 Price Bid
Drilling And Development Of 10 Nos Deep Tube Well At Different Places Of Dhalai District With Departmental Direct Rotary High Power Rig Machine And Other Machineries Equipments For The Year 2019 20
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Tripura View Result →
Himachal Pradesh View Result →
Tripura View Result →
29.
Drinking Water Supply and Sanitation #10279059 Price Bid
Tender For Rehabilitation Improvement And Basic Facility Of Parbati Dam District Dholpur. - 5.1.2Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil 2 Dismantling doors, windows and clear story windows (steel or wood) shutters including chowhats, architrave and holdfastsetc. Complete and stacking 50 m lead of area 3 square meter and below 3 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 5 to 10 m depth 4 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 50 x 50mm x 16 gauge 5 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 6 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . WITH 225 mm sweep 7 SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. withStainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase ( 240 - 440 V ) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/work , refer Annexure A attached with this BSR . 0.5 HP, 1-Ø, (3 - 18)Mtr, (100-26) LPM 8 Supply , Installation, Testing and Comissioning of Inverter type Air Cooled Hi Wall split type Air conditioners with latest star rating system as per BEE amended upto date complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU), R-32/R-410 Green Refrigerant, wireless Remote control, suitable for working between 230V +/- 10% with low & high voltage cutoff and 50 hz , single phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 1.5 TR ISEER not less then 3.8 9 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for Superstructureincluding curing all leads of all construction materials including curing etc. complete. in cement sand mortar 1:4 10 Add extra over item No. 18 (b) for compaction in restricted area nearby structure or flanks by hand rammers or by pneumatic tampers. 11 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 10 to 15 m depth 12 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes 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.)By Mechanical Means: Grading- I (Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel 13 11.5.4Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 15 to 20 m depth 14 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means 15 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 20 to 25 m depth 16 Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom 17 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. Beyond 25 m depth 18 Open - Graded Premix Surfacing (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 8- 10 tonne capacity, finished to required level and grades.)(I)a Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .Using VG-30 binder 19 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 20 Providing and laying premix seal coat using hot mix plant and paver finisher with aggregates of 6.7mm size defined as 100% passing through 11.20mm sieve and retained on 2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumen including preparation and transportation of mix, spreading, laying and rolling etc. complete in all respect including cost of binder.(ii) Bitumen grade VG30 @ 4.50% 21 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.From 5 to 10 m depth 22 dismantling roofs with care including stacking of serviceable material and disposal of unservicable material within 50m lead for lime terrace 23 Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes. 24 dismantling stone slab roofing over wooden karries or RCC battens ( dismantling karries and battens to be paid for separately) including stacking of servicable material and disposal of unservicable material within 50 m lead 25 11.7Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost ofequipment, compressed air and etc. complete. 26 Dismanling old plaster or skirting , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead 27 11.8Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification. 28 Dismantling flooring with care including stacking of servicable material and disposal of unservicable material within 50 m lead for: cement concrete flooring 29 5.16.1Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m 30 Supply and fixing of steel doors, with frame of hollow metal pressed section 105×60 mm as per I.S.I 1.25mm thick with double sheet shutter 1.00 mm thick M.S. sheet tospot welded and embossed with rib type design on both sides, front side vertical and back side horizontal and spot welded including hold fasts of (15×3mm), M.S. oxidized fittings such as butt hinges sliding door bolts, handles, tower bolts etc. complete in all respect as per drawing and specifications including applying priming coat of approvedsteel primer 31 11.10Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete 32 Earth work in excavation in foundation trenches or drains including dressing of sides & ramming of bottoms , lift up to 1.5 m including taking out the excavated soil & depositing & refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within lead of 50 m : all kind of soils 33 11.9Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption) 34 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 (with graded stone aggregate 20mm nominal size (P.C.C. in foundation) 35 16.33Exploratory vertical drilling of bore holes 150 mm dia through all kind of soils with the adequate / suitable equipments, tools and tackles for depths mesured below existing ground level including mobilization, setting up boring rig, shifting of rig from 1 bore hole to another and demobilization of the same 36 Random Rubble Stone masonry for superstructure above plinth level one storey height above 30 cm thick walls in: cement sand mortar 1:6 37 16.32.3Boring NX dia (54.7 mm dia), hole with diamond coring bits including taking out of core and arranging etc. core in proper order in core boxes including cost of core boxes. as per relevant I.S. code of practice. These rates are including Mobilization & demobilization of Rig. In sand stone and harder variety of lime stone 38 Filling available excavated earth ( excluding rock) in trenches ,plinth side of foundation etc. in layer not exceeding 20 cm. in depth , consolidating each deposited layer by ramming amd watering including lead up to 50 m and with all lift 39 5.1.3Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum 40 Brick masonry in foundation and plinth with bricks of class designation 75 in: cement mortar (1:6) (1 cement : 6 coarse sand) , add extra for superstructure upto third storey 41 10.1.1Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid massconcrete) 42 Providing and laying in position specified grade of cement concrete for RCC structural element upto floor three level including curing , compaction, finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of shuttering , centering and reinforcement for: Beams, suspended floors, roofs, girders having slopes up to 15degree, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircase and spiral staircases : M20 grade nominal mix/design mix Desc/Location Nos L B H 43 9.8.3Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm 44 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of column etc up to plinth level 45 9.6.4Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm 46 P/F steel reinforcement for RCC work including cutting bending placing in position and binding complete including cost of binding wire in foundation raft footing step beams base of columns etc. upto floor three level .: Hot rolled deformed bar (IS : 1139) 47 7.1.2Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 48 PLASTER (Ceiling) 6 mm thick. Cement plaster to ceiling of mix 1:3 (1 cement : 3 fine sand) 49 8.13.2Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sandmortar 1:4 50 PLASTER (Internal) Plaster on new surface on wall in cement sand mortar 1:6 including ranking of joints etc. complete fine finished 20 mm thick. 51 5.9.1Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respectNot exceeding 15cm 52 Painting with enamel paint of approvd brand and manufacture to give an even shade : Two or more coats on new work 53 18.17.2Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm 54 Granding for roof water profing treatment with cement motor 1:4 (1 cement : 4 coarse sand) 2 inch thick 55 18.28.1.2Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458- 2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 150mm NP3 56 Polished Blue kota stone flooring Skerting, Laid over 20 mm thick base of cement mortar 1:4 and jointed with Grey cement Slurry to match of the Shade of the Slab including rubbing and polishing complete for area of each slab from 2001 to 5000 sq. cm. 25 mm thick slab 57 11.19Reaming, redrilling and pressure jet flushing of foundation holes of NX size, in the drainage gallery of dam, using diamond drill bit of suitable size, diamond reamer shell with using hydraulically operated rotary core drilling equipments, rods of suitable length to specified depth, fixing PVC pipes with caps, including cost of materials, hire charges of equipments, fuel, labour with all leads and lift etc. complete as directed by Engineer in Charge 58 Providing brick kharanja in cement sand mortar 1:4 in square pattren over roof of ground floor (75 mm to 100 mm thick avarage) Add for if cement mortar 1 : 4 is used instead of lime sand mortar 1 : 2. 59 18.50Cleaning drainage gallery, adits, instrumentation galleries etc. by scrubbing/ brushing including chiseling and removing leached lime deposit and disposing off all the waste materialoutside adits in specified location as directed etc., complete with all leads and lifts. 60 Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish 20 mm thick Add extra over item No. 12.7 to 12.10 for water proofing compound if used @ 2% of the cement by weight. 61 9.8.4Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sandmortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm 62 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4 ralthal, stone kharanja, lime terracing 90 mm avarage thickness [as per JAIPUR PRACTICE] with ceiling pointing in cement sand mortar 1:3 per specification for span:above 3.00 metre and upto 3.30 metre. 63 10.1.3Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 64 Providing and fixing T-iron frame for doors windwos and ventilators of mild steel tee-setions, joints mitred and welded with 15x3 mm lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 200 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butts hinges and screws and applying a priming coat of approved quality 65 10.9.2.2Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leadsand lifts using. Tor or ribbed bars (IS :1786-1985) 66 window:Providing and fixing Ms sheet double leaf doors shutter in angle iron frame 35x35x5 mm suitabilly digonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of engineer incharge. M.S. Sheet 20 SWG 67 10.9.1Labour charges for steel reinforcement including bending, binding, and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts. 68 Doors:-Providing and fixing M.S. sheet 1 mm thick double leaf door shutter in angle iron frame 35x35x5 mm siutabilly diagonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chokhats: including two coats of anit-corrosive red oxide primer paint. M.S. Sheet 22 SWG 69 10.10.2Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. 70 Supplying & fixing fixed wire Gauge of 14 mesh X 24 Gauge to the Metal frame of rolled section by metal beading 20X3 with suitable screw at not exceeding 150 mm distance 71 5.8.1Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicabletaxes and levies etc. complete in all respect Earth / Soil 72 Providing and fixing square bars or other flat welded to window ventilators etc. 10mm x 10mm 73 5.18.2.2(ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density 74 Polished blue kota stone flooring skirting laid over 20mm thick base of C.M. 1:4 and jointd with grey cement slurry to match the shade of the slab including rubbing & polishing complete: for area of each slab from 901 to 2000 sqcm (a) 25mm thick slab 75 5.9.2Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 20cm 76 Providing & fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 77 5.10.1Beyond initial lead of 50 m & upto 250 m 78 Finishing wall with water proofing cement paint of approved brand & manufracture and of required shade to give an even shade including all scafolding new work (three or more coats) 79 5.30Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter 80 White washing with lime to give in even shade including all scaffolding on new work (three or more coats). 81 5.31.2Supplying and laying aggregate in layers and profile as specified including all leads & lifts.This item is to be used only for laying filter / inverted filterBroken ballast 20 to 40 mm size 82 P & F rigid PVC pipe (IS 4985 Mark) Class 2nd / (4 kg / sqcm) approved quality / Make including jointing the pipe with solvant cement rubber ring and lubricant 110 mm dia. 83 11.14Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure 84 PVC bend 110 mm 85 37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layers with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor second layer of welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively. 86 Pointing on stone masonry in lime sand mortar 1:2 (1 lime putty : 2 sand) : Raised and cut pointing 87 11.18Add extra over item No. 16 &17 for each subsequent height 3.00 m or part there-of above initial lift of 5 m from ground level (upward or downward) 88 P & F unplasticized poly choride (UPVC) SWR pipe fitting type B for sciland waste discharge system ( IS : 13592: 1992 marked) of approved quality / make 110mm dia 89 12.30.3Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb) Tefloncladded 90 P&F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS : 2556 mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor : size530x410 mm 91 12.40Labour charges for removal of existing wornout/damaged bottom and side rubber seal of Stop Log Gate of Dam by cutting bolts with gas cutter, providing holes in new rubber sealinsertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 92 P & F WVC wash basin (Ist quality, I.S. : 2556 mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. pillar cock (IS : 8934 mark) & 32 mm C.P. brass waste coupling of approved make. 25 mm G.I. waste pipe complete including cutting & making good the wall : Size 450 mm x 300 mm 93 12.38Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete. 94 P & F G.I pipes (internal work) with G.I. fittings (IS:1239 mark) & MS clamps including cutting and making good the walls and floors : Exposed on wall A (i) 15 mm dia nominal bore 95 5.28.1Watering of earth including cost of carriage of water when source of water is up to 1 Km 96 Painting with enamel paint of approvd brand and manufacture to give an even shade : One or more coats on old work 97 12.39Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 98 P & F PVC storage tank (IS : 12701 marked indicating the BIS license No), of approved make with cover, 25 mm dia 1M long G.I. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design : 300 litre capacity. 99 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.Beyond 1.5m height 100 P & F stop cock (IS : 8931 mark), superior quality & of approved make : brass 400 gm. 15 mm nominal bore 101 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.upto1.5m height 102 P & F looking mirrors with P.V.C. frame of approved (Atul, Modi Guard , Saint Gobin or equivalent) size 500 x 400 mm 103 18.13Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material 104 P & F flush cock/flush valve (IS 9758 mark) for WC of approved quality make : CP brass half-turn exposed 25 mm nominal bore. 105 12.37Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material complete, which include cleaning of wire rope with petrol / diesel and applying Cardium compound to wire ropes, oiling & greasing etc complete as per direction of Engineer-in-Charge 106 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20 mm thick insider plaster in cm 1:6 , finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring, earth work etc. complete as per design including disposal of surplus earth with in a lead of 50 mtr. inside size 300 x 300 mm depth up to 0.5 m cement cover with frame. 107 12.4Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets,wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator includingcost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tarepoxy paint using airless spray to provide dry film thickness of 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. 108 Construction of soakage well in all types of soil of approved drawing, top 90 cm. Portion in 450 mm thick masonry with cm 1:6, 80 mm thick stone slab covering, jointing of slab in cm 1:3, Ralthal, Kharanja 40 mm thick M-15 grade C.C. flooring, earth work etc. complete including disposal of surplus earth with in a lead of 50 mtr. inner dia 90 cm & 10 to 12 mtr deep 109 11.13Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete. 110 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm comfirming to IS : 13753 colour such as white, grey, ivory, fume red brown, light green, light blue and other lightshades in floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder (Untile or Roffe make) and finishing with flushpointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4) Category-A : Kajaria, Jhonson, Somani make 111 12.52.1.11Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb type of Size 75mm 35mm x 10 mm 112 Add extra over item No 7.6.1 and 7.6.2 for using 400x400mm size MAT finished tiles inplace of 300x300mm size 113 12.52.1.9Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb with brass clading type of Size 100mm 45mm x 15 mm 114 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required. doors 115 12.49.2Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Materialfor vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil For gate size above 1 Sqm to 10 Sqm 116 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded incement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, ormetal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steelhandles and peg stay etc. as required.windows sidehung(openable) 117 5.33Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts 118 Distempering with oil bound washable distemperr of approved brand and manufacture to give an even shade including all scaffolding : old work (one oe more coats) including scrapping surface and necessary repairs (a) colour change 119 12.36Operation of vertical / radial gates, hoist operation, stop log gates, Gantry Crane, mono rail etc. at Dams for all seasons round the clock whenever required, as per direction of Engineer in-Charge, by providing sk illed & semi skilled staff well conversant with the work of operation of gates as well as meet out all types maintenance & repair work of gates whenever required in any emergency during operation of the gates including deployment of Chowkidar at gate section of the Dam 120 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding : New work (two or more coats) over and includingscrapping and priming coat with cement primer 121 5.2.2Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Hard rock not requiring blasting 122 P & F bib cock (IS : 8931 mark), superior quality of approved make : Brass 400 grm, 15 mm nominal bore 123 18.1.2Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick 124 P&F sand cast iron (S.C.I.) Pipe (IS:1729 mark) of approved make in wall in floor with MS holder bat clamps in 10X10X10 cm. M15 grade concrete block joints filled with CM 1:4 with spun yard including cutting holes and making good the wall.150mm dia. 125 17.5.2Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar 126 P&F SCI fittings (IS1729mark) in CM 1:4 spun yarn150mm w/o door Bend 127 5.2.3Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Phylite & other hard rock requiring nominal blasting 128 spray painting with flat wall paint of approved brand and manufacture to give an even shade : two oe more coats on new work including priming coat of distemper primer of approved brandand manufacture 129 11.2.1Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drillingincluding cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.Up to 5 m. depth 130 S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 131 11.2.2Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.From 5 to 10 m depth 132 S&Providing & Fixing of ISO certified company made off load change over switch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steelenclosure complete with connections with lugs, testing etc. as required in the following rating: All as per pre approved by Engineer in charge. For additional technical parameters ofproducts/ work , refer Annexure A attached with this BSR . 32 A, Four poleF following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according toIS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 133 2.9.2Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost ofempty begs). 134 S&PP & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSRroviding & Fixing of ISO certified company made off load change overswitch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steel enclosure complete with connections with lugs, testing etc. as required in thefollowing rating: All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 32 A, Four poleFfollowing sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 6.4 mmthick 135 10.2Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove 136 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure Aattached with this BSR 9 mm thick 137 11.1.1.1Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth 138 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimumphase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR (a) 6 Amp to 32 Amp rating 139 5.35.3Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing ofvoids from small stones including all lead & lifts, in required profile of 23 cm thickness ( 5 % thickness tolerance) 140 Providing corrugated G.I. Sheet roofing fixed with G.I.J. or L hooks bolts and nuts 8mm 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 coat of approved paint on over lapping of sheet complete (upto a pitch of 60o) & excluding the cost of purlins rafters and truses, for class of sheets :1.60mm thick 141 11.1.2Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete 142 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDAaccrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Triple pole MCB 50/63 A rating 143 11.1.3Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. 144 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR (c) Double pole MCBS of 50 AMP to 63 AMP 145 12.7Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated rope drum hoist according to relevant IS code, consisting ofhoist platform bridge, rope drums, connecting shaft, gear system unit, pulleys, wire rope, Gate position indicator, manual operation system, etc. complete, with all accessories for operating gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oil filling, tools and tackles, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for all materials. 146 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 4 way Metal door (single phase) 147 12.1.1Design, drawing, fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks, sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc. and any required necessary item, with all accessories as per relevant IS code, for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/Stop log gates including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thicknessof 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing & forwarding, transportation charges complete item, as per specifications and approved drawings 148 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (metal / Glazed )Distributio board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR 12 way Metal door (single phase) 149 18.49Under water videography of dam body & its appertunance i.e gates, under sluice, emergency gate grooves clearly showing location defect area or area of interest indicatingcondition from all possible angles and special focus on damaged portions complete in all respects upto the satisfaction of Engineer in charge. The work also includes supply of three sets of video in digital form and a depth wise report prepared in hard copy 150 Providing & fixing in position frame made out of MS angle (riveted or welded) finished with two coat of red oxide and enamel paint of following size as required 38*38*6 mm 151 12.8.1Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated screw type hoist according to relevant IS code, consisting of supporting structure, platform bridge etc., operating handle, gate positionindicator, plumber block, couplings with all required accessories for operating Head/cross/escape regulator gate including cost of all materials, machinery, labour, tools and tackeles, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oiling, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and lifts,including packing & forwarding, transportation charges for structural steel components and other materials. 152 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. systemlumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintanedtill life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .600mm , Min. Lumens output 1800 lm LED Tube rod with Polycarbonate Housing 153 5.15.1.1Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all typessoils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 154 Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protection with ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA, provision for pad lock, min. Electrical operation 10,000 upto 63 A rating ,minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Four pole 100/300 mA sensitivity 40 A rating 155 7.1.3Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation includingcuring with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 156 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulationPVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parametersof product / work refer Annexure A attached with this BSR 1 *2.5 sq.mm 157 9.3.1Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing withrendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher brokenstone aggregate of maximum size upto;(For mix design Cement content considered 420 kg/ cum of concrete) 150 mm 158 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own inhouse NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 1*6.00 sq.mm 159 7.10.2Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materialsincluding curing etc. complete. In cement sand mortar 1:4 160 Supply and erection of GI stay set confirming to pattern-1 of BS:16/1974 and as per latest Discom Specifications complete with stay rod with anchor plate fitted with cast iron crosshead and steel bow, in cement concrete 1:3:6 including excavation of pit-re-filling etc complete as reqd. All as per pre approved by Engineer in charge.For additional technicalparameters of product / work refer Annexure A attached with this BSR. Stay set of dia 16mm,1.8m long stay rod and anchor plate 300 x 300 x 4.0 mm 161 5.26Threading / turfing of grass on slopes of bunds etc. in rows 15 cm centre to centre in each direction including Ploughing, levelling, breaking of clods, and removal of stones etc. ifrequired including maintenance for 30 days or more till the grass develops fully with all leads and lifts complete 162 Add extra over item No. 10.25 for providing and fixing CGI sheets in curved roofing 163 8.2.1Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm 164 Supply and fixing of LT porcelain pin insulator as per IS 1445-1997 and as per Discomsstandard specifications,suitable for working voltage 1100 volts including all accessories like MS Forged GI LT Pin confirming to IS:7935/1975 (latest amended) Nut, Bolt etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 100 mm x 70 mm 165 10.1.110.1 Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility ScaleSolar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR,showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed towithstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of more than 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in stringlevelmonitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive.The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document.10.1.1 Solar panels up to 10 KW at a single location. 166 Supplying and drawing overhead steel core Aluminium conductor (ACSR) ISI marked(IS 398 part II-1996) on existing cross arms through insulator with all necessary T&P required including binding and twisting etc. complete in all respect as required. All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure Attached with this BSR 30 Sqmm of (6+1) 2.59mm (Weasel) 167 16.12Hire charges of DGPS instrument with operator and staff for bench mark shifting, topography survey, command area survey, canal survey, dam survey etc. and collection ofdata, plotting the details and preparing digital map of area in layers, and developing contours where ever required as directed by engineer in charge; including supply of detailed drawingsin appropriate scale in soft copy & three sets of Hard copy complete in all respect. These rates are including all types of taxes applicable 168 Providing & Fixing of 6 amp. Combined flush type non modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fireresistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR 169 16.14.1.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, develo ping L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) L-section of Dam/ Canal (ii) InPlain area - Levels for L-section to be taken at interval 30 meter. 170 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . Suitable for 2 LED Tube shape fixture for single rod 171 16.14.2.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, developing L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) X-section of Dam/ Canal(Total length of X-section shall be measured) (ii) In Plain area - Levels for X-section be taken at interval 5meter 172 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B classwatering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lidsuitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternatelayers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter inmeasurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 173 16.10Grid survey at interval of 30 x 30 meter to conduct submergence survey with TS / DGPSinstrument and prepare 0.50 m interval contour plan and superimposing over khasra map including all ancillary works as described in specifications and conditions of contract. Note: Khasra map will be provided by Department Marking of existing FRL, MWL, MDDL contours and dam alignment. Prepare area-elevation and storage -elevation curves andtables. 174 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing 175 16.6.1Digitization of Jamabandi and providing excel sheet to the department Note: Jamabandi Register will be provided by Department 176 SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H & I 62.5 KVA at 0.8 pf 415V 50Hz 3-ǿ 177 16.6.2Digitization of Khasra map with details in layers and providing soft copy (acad file) Note: Khasra map will be provided by Department 178 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter& Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults,UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturershall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ wo rk , refer Annexure A attached with this BSR . 50 to 82.5 kva 179 5.10.4Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 180 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR i- shortpoint (upto 3 Mtr) 181 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR ii - Medium point (upto 6 Mtr) 182 11.5.1Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 183 Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height.In flats, tees, angles and channels. 184 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR iii - Long point (upto 10 Mtr) 185 Rewiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVCinsulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & its ISI marked (IS:3419-1988)accessories, 1.2 mm thick MS box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked (IS:2036-1995) phenolic laminated sheet, Al.alloy /Cadmium plated iron/ brass screws, cup washers, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR :on board 186 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2,low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 40A rating 187 P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fanhook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 188 Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirementslaid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additionaltechnical parameters of products/ work , refer Annexure A attached with this BSR . 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 189 Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial gradePolycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR . 190 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technicalparameters of products/ work , refer Annexure A attached with this BSR 191 Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI>70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 9 watt 192 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR : 4.8 mm thick 193 Providing & Fixing of ISI marked (IS:1258) batten/angle lamp holder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brassterminal & captive screwsincluding making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work ,refer Annexure A attached with this BSR 194 providing of 18mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 195 Chair type 7 {Revolving chair medium back, support backrest symmetrical lumber support, back cover mesh fabric) (inclusive all taxes) 196 Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. 197 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; handpacking, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up theinterstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&Hspecification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete : Crusher broken Grade II (63-45 mm) 198 Providing and laying lean cement concrete 1:4:8 in 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 concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specificationincluding all material, labour, machinery, lighting, guarding and maintenance of diversion 199 Chair type 4 {chair type with arms,frame type 4 legs,castors without (inclusive of all taxes)} 200 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuousoperation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour,machinery, lighting, guarding and maintenance of diversion. PCC M-25 201 Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure diecast aluminium housing LM6/ ADC12 material , toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps . Integrated driver must be potted & has a unique BIS R number shall be high efficiency having efficiency more than 85 % and in compliance to BIS certified and T.C. certificate. The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used . LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety . Input Frequency 50Hz±3%, Power Factor >0.95 ,driver Efficiency >85% , THD(I) <10% , driver current <1000mA shown in LM79 report. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector Must be rovided, Surge Protection Min >=4KV internal and 10KV external, System life of 30000 Burning hours with 70% of Initial Lumens maintained, color Rendering Index >70 and CCT 5700K ±355K. Driver current <1000mA shown in LM79 report. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow raceability/authenticity. Fixture shall be IS 10322 Complianced. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures . (LM79/LM80) certificate/report with liable warranty of product/accessories from OEM shall be submitted . All as per approved by Engineer In charge . for additional technical parameters of products/works . High Power LED Flood 202 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. M.S tube 203 Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. 4 meter 204 Supply, Erection and Fixing of hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved byEngineer in charge. For additional technical parameters of products/ work . Double arm overhang 205 providing of 24 mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 206 Supply installation testing & Commissioning of ISO certified company made high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 –2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, inte gral power tool accesible from door with padlocking arrangement ( winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, S.S. ropes (AISI 316, 7 / 19 costruction ), EPR insulated PCP sheathed trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required as per IS 456/IS 2911. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135. ( See table P - 03 for specs.) OEM must have type test certificate for wind tunnel test for high mast fixtures , complete in all respect .All asper pre approved by Engineer in charge ,for additional technical parameters of products/work. 16.0 Mtr HM(in 2section) 207 Labour charge for removing old wire ropes and fixing of new wire ropes with all accessories and T&P etc complete 208 oiling & greasing of gantry crane on Parbati Dam Which includes complete Removal of all old worn out & broken down parts, cables, connections etc complete checking of all copper wiring, all wiring & connections control panel , all switches etc complete with all material , labout, T&P and lead and lift complete in all respect 209 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approvedbrand or manufacture 210 Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. : 80mm thick 211 Table type 3 (storage provided one side,length of table top-1200 mm, depth of table top-600 mm) 212 Providing sofa set(Frame covering fully upholstered, Total No of seats in sofa set -4, covering material for seat and back rest-leatherite) 213 Table type 5 (seating capacity - 8 seater, width in mm -1200, Length in mm - 2400mm, shape of table top Rectangular , height in mm - 750 mm ) (inclusive all taxes)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
30.
Public Administrative Department #10224642 Price Bid
Tender For Proposed Construction Of Thirumana Mandpamfor 300 Person Capacity; 1 Description 2 Earth work excavation for foundation in all classes of soils and sub soils and todepth as may be directed except in hard rock, requiring blasting, including initialleads and lifts and re-filling the sides of foundation, with excavated earth in 150mm layers well watered rammed and consolidated, including depositing surplus earthclearing and levelling the site, shoring shuttering baling outwater wherever necessary etc., complete complying with standard specification. 3 Boring, providing and Installing cast in-situ single under reamed piles of specified diameter and length below the sand and lime mix pile 300 mm diameter and below the foundation to carry a safe working load not less than specified, including the cost of materials, machinery and labour charges etc., all complete 4 Refilling with excavated earth other than crushed stone sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officersin layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification 5 Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 6 Cement concrete 1:4:8 (one cement four sand eight aggregate) using 40mm gauge hard granite broken stone jelly for foundationincluding cost and conveyance of all materials labour formixing,l aying, compacting, curing, dewatering, side shuttering, wherever necessary including curing etc.,complete complying with standard specification and as directed. 7 Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, RCC floor slab, roof slab, beams, lintels,Rectandular or square columns, sunshades,vertical slab, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) 8 Column /footing, Grade beamEtc 9 Roof slab and Beams 10 Column and sunshade 11 Providing and laying in position, Standardised concrete mix M-20 grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser/super plasticier) in recommended proportions as per IS:9103 to accelerate, rated settingof concrete improve workability without imparing strength and durability without (5 cum) 7730kg, of 20mm machine crushed stone jelly and with about (3.30 cum) 5156kg, of 10 - 12 mm machine pressed stone jelly and with about (4.79 cum) 7670kg of sand, but excluding cost of reinforcement grill an fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibraters, finishing, curing etc., and providing fixtures like fan clams in the RCC floor/ roof slabs where ever necessary without clamping etc., complete as per the standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). 12 Foundation and basement 13 Ground floor 14 First floor 15 Second floor 16 Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification.(Contractor has to make his own arrangements for the supply of steel and binding wire) 17 Brick work in following Cement Mortar 1:5(one cement and five sand) using best quality of country bricks of size 8-3/4 x 4-1/4 x 2-1/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 18 Foundation & Basement 19 Brick work in following Cement Mortar 1:6(one cement and five sand) using best quality of country bricks of size 8-3/4 x 4-1/4 x 2-1/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 20 Ground floor 21 First floor 22 Second floor 23 Brick partition walls of 11.50cm thickness using best quality II class Ground moulded chamber burnt bricks of size 9 x 4-3/8 x 2-3/4 in Cement Mortar 1:3 (One Cement and Three crushed stone Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) 24 Ground floor 25 First floor 26 Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 27 Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. 28 Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. 29 Finishing the top of roof with one course of machine pressed tiles of size 200mm x 200mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stoneSand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers 30 Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mmof approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 31 Paving the floor with joint free rectified glazed ceramic flooring tiles of size 305 mm x 305 mm x 8 mm of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three crushed stone sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 32 Dadooing walls with following best approved quality, white / colour glazed tiles ofsize 300 mm x 450 mm x 8 mm in Cement Mortar 1:2 (One Cement and Two crushed stone sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers. 33 Painting two coats of newly plastered wall surface with Water based Exterior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. 34 Supplying and fixing of Teak wood frames 127x76 mm size including cost and conveyance of all materials and all labour chargesetc., complete as per the standard specification. (below 2 m in length) 35 CRCA pressed steel Box section 18 gauge or 1.25 mm thick for door frames including providing holes and fixing wooden blocks for fixing furniture and fittings. N-0303 with powder coated primes. 36 Supplying & fixing Teak wood temple type door (Temple pattern ornamental doors with high quality teak wood (country) with 2 minimum to 7 maximum thick ornamental frames, 2 thick to 5 thick kamala (flower planks), creeper, birds, animal figures sculptures, etc., back side 1 thick to 3 plank including necessary carving, shaping, wastage, etc., as per approved plan and design. (page.no.163, 2a))including all materials, labour charges for manufacturing and fixing in position including all furniture fittings etc., complete complying with standard Specifications. 37 Supplying and fixing solid core particle board flush shutter of nominal thick of 35 mm with necessary T.W. internal lipping conforming to IS 2302 with both sides alround commercial ply 35mm thick including supplying and fixing cost of wind appliances and furniture fittings such as 1no .200x12mm aluminium tower bolt 2nos. 150x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops,3 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the departmental officers. Single Leaf 38 Supplying and fixing solid core particle board flush shutter of nominal thick of 35 mm with necessary T.W. internal lipping conforming to IS 2302 with both sides alround commercial ply 35mm thick including supplying and fixing cost of wind appliances and furniture fittings such as 1no .200x12mm aluminium tower bolt 2nos. 150x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops, 3 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the departmental officers.Double Leaf 39 FRP door Sutter with FRP door frames made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and solid core FRP shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by Engineers. M-0394 40 Supplying and fixing of PVC Sliding Door with Roller. M-0393 41 UPVC WindowSpecification:SupplyingandfixingUPVC(Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profilethe size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle.The corners and joints should be welded and cleaned.Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work M-0674 42 UPVC VentilatorSpecification:SupplyingandfixingUPVC(Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profilethe size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles arereinforcedwith GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned.Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work M-0675 43 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mmdiaof1.60mmthickweldedtotherailing.The supports will be groutedinto the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supportingarrangementsthehandrailinfloor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete(M-0652) 44 Supplying and fixingmild steel grill Gate including costconveyance of all materials and fixing in position including priming coat etc complete with standard specifications. 45 Supplying and fixing of best quality 110mm Dia PVC rain water pipes including cost and conveyance of all materials and labour charges for fixing in position etc., complete. 46 Best varnish two coat for wood workincluding all materials, labour chargescomplete complying with standard Specifications. 47 Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with P or S trap conforming to BIS with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to PVC pipes (including the cost of 110mm dia PVC pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers.(The water closet should be got approved by the Executive Engineer before use on works). 48 Supplying and fixing in position European water closet of colour glazed earthen ware of approved quality with P trap or S trap with double flapped sheet and sheet cover with brass hinges and 10litre capacity PVC low level flusing tank with all internal fitting confirming to IS:2556 Part XII with sand cushion and forming flooring alroundthe closet using 40mm broken brick jelly in lime concrete 1:2:5 ( one part of lime, two parts of sand and five parts of brick jelly) 100mm thick and finishing the top to required slope and including giving necessary connectionto cast iron soil pipes/ PVC pipes by dismandling brick masonry, reinforced cement concrete roof/floor slab and making good the disturbed portion to original condition without quality with P trap or S trap confirming to IS:2556 - leakage etc., complete complying with standard spcifications. 49 Supplying and fixing in position best quality and approved make Indian made white glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia B class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works). 50 Supply and fixing in position of best Indian make white glazed earthernware lipped mouth flat back urinal of best quality and approved make of size 430mm x 260mm x 350mm with GI pipe, 32mm dia bell mouth PVC connection and waste pipe, 15mm dia GI pipe of required length, 15mm dia GM wheel valve, 15mm dia brass nipple 2 Nos., and fixing the urinals in position with necessary TW plugs, clamps, screws, etc., including dismantling masnory and re-doing the same to the original condition, etc., including painting the pipe with two coats of best quality approved synthetic enamel paint over one coat of red oxide primer and checked without any leakage etc. complete complying with standard specifications and as directed by the departmental officers.(The urinal should be got approved by the Executive Engineer before use on works.)(S.no.125a, P.No.43) 51 Painting new wood work with two finishing coats of synthetic enamel ready mixed paint of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 52 Painting new iron works such as gate, steel doors windowsventilatorswithtwo coats of approved quality and color of synthetic enamel paint over one coat of zinc chromite primer in allfloor etc, complete complying with standard specifications. 53 Electrical Arrangements 54 Wiring with 2x1.5 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires with metal box and 6A 1way modular Switch in flush with wall with suitable modular front plate cover for making good of the concealed portion for PVC concealed light point /fan point for Electronic Regulator) (4 Points Per Coil) (Anchor Roma/Equivalent)( DATA A) 55 Wiring with 2 x1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plateand making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) ( 5 points / Coil) Lower End (DATA B) 56 Wiring with 2x1.5 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoireswith metal box and 6A 1way modular Switch in flush with wall with suitable modular front plate cover for making good of the concealed portion for PVC concealed light point /fan point for Electronic Regulator) (6 Points Per Coil) (Anchor Roma/Equivalent) (DATA -C) 57 Supply and fixing of single box type 420 W LED fitting with TW round blocks on wall or celling with PVC unsheathed Copper leads from terminals to the fitting. (DATA - D) 58 Supply and fixing of 1200mm (48) AC ceiling fan complete with stepped electronic 300W regulator with 300mm down rod on the existing clamp (SD 110 ) 59 Supply and fixing of 1200mm (48) AC ceiling fan complete with stepped electronic 300W regulator with 1 meter down rod on the existing clamp (SD 107) 60 Supply and fixing of 300mm (12) sweep (light duty) AC exhaust fan complete without provision of hole in the wall(SD 115) 61 Supply and fixing of louvers shutters arrangements for 300mm (12) sweep (light duty) AC exhaust fan (SD 120) 62 Supply and fixing of 375mm (15) sweep (heavy duty) AC exhaust fan complete without provision of holes in the wall (DATA E) 63 Supply and fixing of louvers shutters arrangements for 375 mm (15) sweep (light duty)AC exhaust fan.(SD - 121) 64 Supply and fixing of9 W LED bulb for BH point(DATA F) 65 Supply and fixing of WT bulk head fitting with guard suitable for 9W CFL LED Bulb with electrical connection. SD 84 66 Supply and fixing of Havells LED Low Bay 50W Fitting with MS Clamp Set with Bolt and Nut and to be suspended with SS Chain 32 mm width with End Hooks with PVC unsheathead Copper leads from terminals to the fitting. (DATA H) 67 Supply and fixing of 3 nos.6A two module 5 pin socket , 3 nos. 6A one module switch with module cover plate (plastic) on suitable module concealed Box ( GI ) in flush with wall with connections. Lower End (SD 390) 68 Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 40 A DP MCB Isolator as incoming and 6 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Lower End (SD 515) 69 Supply and fixing of 1 no.6/16 A two module socket , 1 no. 16A one module switch with module cover plate (plastic) on suitable module concealed Box ( GI ) in flush with wall with connections. Lower End (SD 402) 70 Supply and fixing of 1 no.6A two module 5 pin socket , 1 no. 6A one module switch with module cover plate (plastic) on suitable module concealed Box ( GI ) in flush with wall with connections. Lower End (SD 378) 71 Supply and fixing of Four pole sheet steel enclosure with 1 no 30 A FP isolator on wall and necessary connection for motor control (DATA I) 72 supply and fixing of 24W LED 2x2 square type Recessed fitting with LED (Lower end) on false Ceiling with suitable hanging support from ceiling with PVC unsheathed copper leads from terminals to the fitting. (SD 440) 73 Wiring with 3 x1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A two way module switch with module front plateand making good of the concealed portion with suitable colour for Concealed PVC pipe Stair case Light point Lower End (DATA D) 74 supply and fixing of 30W LED street light fitting with LED (Lower end) with 25mm dia. GI pipe (class B) with 1 no.25mm GI bend complete on the existing post/ on wall with PVC unsheathed copper leads with MS clamps and with painting . (SD 447) 75 Supply and fixing of 25 A flush type wallsocket in sheet enclosure with 32A DP MCB in flush with wall with earth connection (For AC Plug) (SD 143) 76 Supply and fixing of Havells JETAALBA - FLOOD LIGHT -70W LED Fitting with Necessary Wall Grouting clamps with Fixing bolts on ceilling with PVC unsheathed Copper leads from terminals to the fitting. (DATA J) 77 Supply and fixing of 450MM 18 Almonard Walla Fan on wall with connection. (DATA K) 78 Supply and fixing of 4 way vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63 A 4P MCB Isolator as incoming and 12 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Lower End (SD 574) 79 Supply and Run of 2 of 2.5 sq.mm. (36/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2 X 2.5 Sq.mm Copper Wire and making good of the concealed portion with suitable colour. (SD 337) 80 Supply and Run of 2 of 4 sq.mm. (56/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copper wire and making good of the concealed portion with suitable colour.(Data L) 81 Supply and run of 4 of 6 sq.mm. (84 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection by 2 X 2.5 Sq.mm Copper Wireand making good of the concealed portion with suitable colour (Data M) 82 Supply and fixing of automatic electric water heater of 25 litres capacity suitable for 230V 50 c/s AC supply on suitable MS clamps with 3 core flex wire but without plumbing connection (SD 103) 83 Supply, erection,testing and commissioning of 1.5 Ton(4500 K.Cal/Hr) ABS Plastic split type Air conditioner confirming to is : 1391(part 2) 1992 Amdt No.1 to 2 fitted with Rotory compressor operating Refrigerant R.22/ Non CFC suitable for wall mounting for operating on 230 voltrs, 50 HZ single phase AC supply with star rating of 3 as per BEE specification and capable of performing the functions of1) Cooling 2) De humidifying 3) Air circulating4) filtering. 84 The installation works for the above split type AC units includes the followings. Mounting/fitting in door and out door units at the respective locations. 85 1. Laying Refrigerant pipe line of required length connecting both units after drilling hole/holes in the wall if required. Thickness of copper tubing shall not be less than 0.7mm. 2. Insulating the suction pipe with expanded polyethylene foam 5 mm tubing. 3. Laying 15mm dia Flexible PVC drain pipe to throw out. The condensate water being formed within Indoor unit. 4. Leakage testing the entire system with outdoor unit stand.5. Charging Refrigerant gas in the unit.6. Suitable electric wiring to be provided with 2.5 sqmm. PVC insulated copper wire between indoor and out door units up to 6 meters length and up to Switch within 3 meters of location of in door Unit. (Carrier/voltas) (DGS & D Rates) M 1986 86 Supply and installation of 4 KVA Capacity Automatic Voltage Stabilizer with time delay relay (M-1988) 87 Supply and Laying of 3 1/2 x 70 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. (SD 662) 88 Supply and clarnping of 3-1/2 x 70. PVC LTUG armoured cable on post or on wall with MS clamps (SD 203) 89 Supply and frxing of brass cable gland for 3-1/2 x 70 sq.mm. PVC armoured LTUG cable with earth connection (SD 167) 90 Supply and providing cable end termination of 3-1/2 x 70 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete (SD 216) 91 Supply and run of 2 of 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with continuous earth wire connection 14 SWG TC wire with painting of suitable colour (SD 55) 92 Supply and fixing of 100 A Three phase 500V 4 Pole Change over Switch on suitable angle iron frame work with MS cable entry boxes with earth connection only (SD 649) 93 Supply and fixing of TNEB metre board suitable for 3 phase 100A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2 x 1-1/2 x 1/4 rigidly fixed on wall covered with hylem sheet of size 2 feet x 1-1/2 feet of 12 mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 100A fuse units (500V) 1 no. neutral link, copper earth flat of size 1 x 1/4 with inter connection of EB meter to fuse units by 16 sqmm PVC insulated copper wire with earth connection complete, (SD 133) 94 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry (SD 211) 95 Supply and Run of 1 of No.8 SWG copper wire in suitable PVC rigid pipe on wall / floor / ground for earth connection (SD 371) 96 Supply and fixing of 8 way vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 100 A 4P MCB Isolator as incoming and 6 nos.63A TP MCB and 2 Nos 32A TP MCB as outgoing in flush with wall with earth connection only. Lower End(DATA N) 97 Supply and Run of 4 of 16 sq.mm (101/0.45) PVC insulated SC unsheathed copper conductor of 1100 V gradeon 7/20 GI wire for service connection mains (DATA O) 98 Supply and Run of 4 of 16 sq.mm (101/0.45) PVC insulated SC unsheathed copper conductor of 1100 V grade in25mm dia GI pipe (class B ) suitably bent at both ends with necessary angle iron upright and end support for service connection mains (DATA P) 99 Water Supply Arrangements 100 Supplying laying and jointing 50mm P.V.C pipes ( 10Kg/SqCm ) of approved quality and best variety conforming to I.S.S and with I.S.I mark, of the following sizes including cuttingand fixing to PVC specials using Adhesive but excluding cost of such specials makinggood the dismantled portions to original condition with necessary brick work and plastering wherever necessary with necessary scaffolding charges. below ground level upto 0.60m height. 101 Supplying and fixing in best 50mm Gate valve and all materials labour charges and cost of conveyance all including cost etc.,complete. 50mm Gate valve should be got approved by the Executive Engineer before use on works-1.00 No 102 Supplying, laying and jointing 25mm PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications.The PVC pipes shall be got approved by Executive Engineer before use on works. 103 Supplying and fixing in position 15mm dia brass CP screw down tap / Pillar tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary.(Taps should be got approved by the Executive Engineer before use on the works) 104 Supplying and fixing position CI Nahani Trap / Floor Trap of the following 100 x 75mm sizes with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of crushed stone sandand five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works) 105 Supplying and fixing best approved best quality brass CP soap tray of size 150 x 100mm including cost of teak wood plugs, brass screws, etc., complete complying with standard specifications.(The soap tray should be got approved by Executive Engineer before use on works). 106 Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works). 107 Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks) 108 Supplying and fixing in position CP shower rose with CP stop cock arrangement of size 15mm dia inlet and 100mm outlet to the pipe line with necessary cutting, threading and jointing using shellac etc., complete complying with standard specification and as directed by the departmental officers (The CP shower rose should be got approved by the Executive Engineer before use on works). 109 Supplying PVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements 110 50 mm dia 111 Elbow 112 Bend 113 Tee 114 Coupler 115 25 mm Dia 116 Elbow 117 Bend 118 Tee 119 Reducer 25 mm x 20 mm 120 Coupler 121 Supply and providing 2000 litres capacity Priming Tank made up of PVC. Make: SINTEX / EQUIVALENT M-0540 122 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level 123 Supplying PVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements 124 110 mm Dia Special 125 Elbow 126 Elbow with Door 127 Bend 128 Tee 129 Tee with Door 130 Supplying and fixing PVC ventilating shaft of 110mm dia (having working pressure 4 kg. / sq.cm) with 3 metre height including cost of PVC cylindrical cowl of best approved quality etc., complete complying with standard specifications and as directed by the departmental officers 131 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT M-0851 132 Supply and fixing of Carbon-di-Oxide Gas Type 2 kg. capacity Fire Extinguisher as per New IS15683, complete with control valve, discharge hose with horn, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc., complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT M-0852 133 Bore well 134 Drilling od 150mm dia pilot bore well in sedimentary areas by using CalyxRig any where in thanjvur district including transportation to anoher plce in alluvial soil or sedimentary strata of clay and sand stone ,shale ,pepples boulders ect by taking a pilot bore well of 140/150mm dia and then enlarging to required dia by direct or rotray drilling mud circulation method usingrotray rig, including cost og bendinite mud for drilling at the site site shown by the TWAD board officers including construction of mud pit WD-W0783/ P-198 135 Reaming from 200mm dia pilot bore in to 400mm dia bore as directed by TWAD Board officers. WD-W0805/ P-199 136 Labour charges for inserting ofPVC casing pipe in the drilled hole( With slots and without slots) includingjointing the couplers with cement paste and packing the annular space with pebbles of approved quality. As approved by the Executive Engineer. WD-W0830/ P-201 137 Charges for developing the Bore well with compressor of 600 cfm capacity(Minimum8 hours) including trasportation ,Labour,Fuel ectfor compressor as directed by the TWAD Board officers. WD-W0833/ P-201 138 Supply and delivery of unplasticisedPlain casing pipe of the following diameters in 3m lengtheach as per ISI 12818/1982 to suit deep borefrom 80m to 250m depth(CM)for delivery at site including loading and unloading,frieght,transit insurance and inclusive of all taxes ect.complete. 139 200mm dia PVC casing pipe (CS)WD-M0030/ P-06 140 200mm Dia PVC clatted pipeWD-M0032/ P-06 141 200mm PVC End capWD-M0030/ P-06 142 MSTop End cap WD-M0738/ P-195 143 Charges for Geophysical charges 144 Supply and delivery ofOpen well Horizontaltype Submersiblepump set conforming to IS 14220 /94capable of discharging the following duties due to all causes . The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller and brass screws with ISI mark,. The pump suitable for installation in sump with 1.1KV.grade 3 coresuitable copper flat submersible cable to a length of 15metres with necessary cable joints.The non-return valve located at the top of the pump in the discharge outletconnection is to be designed with minimum friction .The pump should be directly coupled to 2880 rpm, 3 phase, 50 Hz, 415V+6% & 415V-15% squirrel cage induction motor suitable for ATS starting and for continuous operation The pump set should be provided with 5m length of suitable size PVC insulated copper flat cable for connecting the pump set, starter & Isolator. including cost ofitem 1.B50 lpm x 50m HeadWD-M1614/ P-103 145 Supply, delivery of fully auto transformer starter with single phase preventor with Ammeter etc., complete50 lpm x 50m HeadStarter WD-M1909/ P-119 146 Supply, delivery of 1.1 KV grade, 3 core PVC insulated PVC sheathed, Submersible copper cablewith ISI marking conforming to IS 694/1900 of reputed make. 2.5 sqmm copper cable WD-M1974/ P-119 147 Supply and delivery of GI pipesand GIspecials for pumpset erection work. 148 100mm GI pipeWD-M0492/ P-27 149 100mm GI Elbow WD-M0594/ P-32 150 100mm CI Foot valveWD-M0065/ P-223 151 100mm CI Sluice valve WD-M1072/ P-57 152 100mm Heavy longCoupling WD-M1974/ P-32 153 100mm GI Flange set WD-M1974/ P-32 154 110mm PVC threaded couplerWD-M0058/ P-08 155 M.S. Bolt & Nut WD-M0589/ P-31 156 Rubber insertion sheetWD-M0591/ P-31 157 M.S. Clamp setWD-M0617/ P-32 158 Labour charges for erection of2.0 HP submersible pumpset in the borewell 159 Errection of 2.0 HP submersible WD-W0855/ P-203 160 Supplying and erecting in position of following liters capacity Industrial Model Reverse Osmosis Water-cum- Purifier to deliver Potable Water with World Health Organisation (WHO) Standards with following accessories. 161 (a) MS Skid - 1 No.(b) Media 11054 No. Vessel with 20 nb Multiport Valve (with Media Pubble and Fine Sand and Activated Carbon Filling) set(c) Feed Pump 0.50 HP – 1 No.(d) Vertical Pump 2-9, 2.00 HP / Single Phase – 1 No.(e) Membrane 40 x 40 filmtech (or) equilaents / Osmonic (USA) - 1 No. and Membrane Pressure Vessel 40 x 40 -1 No. & Pressure Gauge - 2 Nos.(f) Flow Meter - 1 No. 20” Filter with Housing - 1 No. Low Pressure Switch - 1 No.,Level Switch - 1 No. &Necessary CPVC Pipes and Fittings.The system shall be provide with Two Panel Control System with necessary Stainless Valves and Fittings and Float Control etc. The rate should be inclusive of all civil works, wherever necessary to install theSystem in position and intact. (M-0723) - 500 Ltrs 162 Providing Anti-termite treatment to soil adjecent and under building foundation, plinth periphery of the building by application of chemicals of IS 63613 part I to IV in stages to suit the progress of work consist as per the detailed specification as below.Including breaking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing etc., complete and as directed by the departmental officers. 163 Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Trust & NGO No of Bidders 2
Tamil Nadu View Result →
31.
Housing Urban and Rular Development #10204751 Price Bid
Tender For Lake Front Development At Porur Chennai.; 1 CIVIL WORKS 2 Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by thedepartmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. 3 Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. 4 Clearing Scrub Jungle, etc., complete complying with standard specification and as directed by the departmental officers. 5 Installation of Vertical Bored cast in situ RCC piles of 300 mm diameter and M-30 grade of concrete in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap. (Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately) 6 Installation of Vertical Bored cast in situ RCC piles of 380 mm diameter and M-30 grade of concrete in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap. (Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately) 7 Installation of Vertical Bored cast in situ RCC piles of 450 mm diameter and M-30 grade of concrete in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap. (Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately) 8 Refilling with excavated earth in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification. 9 Supplying and filling with earth up to 10 Km for foundation and basement, etc., including watering and consolidating, etc., complete complying with standard specifications and as directed by the engineer-in-charge 10 Supplying and filling in foundation, basement, etc with Stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 11 Supplying and filling in foundation, basement, etc with Crushed Stone sand filling in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 12 Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 13 Plain Cement Concrete 1:2:4 (one part of cement, two part of Crushed Stone Sand (M- Sand) and four part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 14 Construction of Granular sub-base of required compacted thickness by providing laying, spreading and compacting of Close graded Material conforming to Grading V of Table 400-1 of MORTH clause 401,mixing in a Wet Mix Plant of 200 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., to achieve minimum CBR value of 30%(Compacted Thickness) in accordance with MORT&H technical specification clause No. 401 and with all other incidental charges and as per the direction of the Engineer-In-Charge of work. 15 Damp proof course with Cement Mortar 1:4 (One Cement and Four sand) 12mm thick mixed with best approved quality water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used and finishing, curing etc. complete complying with standard specification. 16 Providing Anti-termite treatment to soil adjecent and under building foundation, plinth periphery of the building by application of chemicals of IS 63613 part I to IV in stages to suit the progress of work consist as per the detailed specification as below.Including breaking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing etc., complete and as directed by the departmental officers. 17 Random Rubble masonry in Cement Mortar (1:3) etc., Complete complying with standard specification and as directed by the Departmental Officers 18 Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). 19 Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid). 20 For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. 21 For plane surfaces such asrectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. 22 For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. 23 Centering for curved surfaces of all RCC items of work 24 Providing additional strutting to centering of RCC slabs of plain surface for every additional 1.0 metre height or part there of but not less than 30 cm, over the initial 3.00 metre height from floor level using casurina props of 10cm to 13cm dia including cross bracing etc., complete complying with standard specification and as directed by the department officers. 25 Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers.The coarse and fine aggregates to be used should comply with the requirements of IS Standards.(No separate payment will be made by the Department for the excess usage of materials). 26 Foundation and Basement 27 For Ground Floor 28 For First Floor 29 Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/mᶾ and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers.The coarse and fine aggregates to be used should comply with the requirements of IS Standards.(No separate payment will be made by the Department for the excess usage of materials). 30 Foundation and Basement 31 Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) 32 Brick work in Cement Mortar 1:3 using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9 x 4-3/8 x 2-3/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 33 For foundation & basement 34 In Ground floor 35 In First floor 36 Brick partition walls of 11.50cm thickness using best quality II Class Ground Chamber Burnt Bricks of size 9 x 4-3/8 x 2-3/4 in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately). 37 Ground floor 38 Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. 39 Inner Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. 40 Outer Plastering with Cement Mortar 1:4 (One cement and Four sand), 20mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. 41 Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers. 42 Providing Polymer Coating (Water Proof Coating) for sunken portion of toilet with following specification and the surface shall be cleaned to remove all dust, foregin, matters lose materials or any other deposits of contamination by rubbing with wire brush.Slurry: Dry blend and polymer liquid blend shall be mixed into the desired ratio as per recommendation of the supplier. The mix shall be stirred thoroughly until no bubbles remain in the mix. Any lumps found in mix shall be removed.Apply first coat of polymer modified cementitious slurry by brush on wet cleaned surface. After drying, second coat shall be applied on the first coat as directed by the departmental officers etc. The rate inclusive of cost of materials and labour, etc., complete. 43 White washing two coats with freshly burnt white shell lime in all floors including cost of lime, blue powder fevicol type gum, brushes, scaffolding charges, etc., complete complying with standard specification and as directed. 44 Supplying and painting the walls with two coats of wall putty as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications and as directed by the departmental officers. (The wall putty shall be got approved by the Executive Engineer before use of work). 45 Painting newly plastered wall surface with two coats of ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. Interior painting 46 Painting two coats of newly plastered wall surface with ready mixed Exterior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. 47 Painting new wood work with two finishing coats of synthetic enamel ready mixed paint of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 48 Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 49 Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers. 50 Flooring with first quality design ceramic tiles of all colours of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand)base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 51 Paving the floor with best quality Double Charged Vetrified Tiles of size 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three M-sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification.(The make and brand of the tiles should be Johnson / Kajaria / Somany / Nitco / RAK which has to be got approved by Executive Engineer before use on works). 52 Providing And Fixing Machine Dressed Grey Granite Slab All Sides Machine Cut of Size 0.60 M X 0.60 M Size And 50 mm Thick Granite Slabs For Platform(Pavement) Including Cost And Conveyance ofGranite From Available Source Including Labour Charges For Fixing the Slab In Position To The LineLevel And GradientIncludingPointing With cm.1:3 And All Other Incidental Charges Etc.Complete 53 Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Synthetic Grey, Paradise andsimilar varieties with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification. 54 Paving the floor with Cement based Hydraulically pressed Anti skid tiles (pattern design) - 20 mm thick (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works). 55 Dadooing walls with Colour designed digital print ceramic tiles, with borders, with size of 300mm x 450mm x 8mm and above set in Cement Mortar 1:2 (One Cement and Two M-sand)10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. nbatly in all floors, curing, etc,,complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be like Johnson / Kajaria / Somany / Nitco / RAK or Equivalent which has to be got approved by Executive Engineer before use on works). 56 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between.The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete.The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete 57 Nosing the granite slab - single nosing as directed by the engineer-in-charge 58 Grooving the granite slab as directed by the engineer-in-charge 59 Manufacturing, supply & fixing of precast kerb stone of size 400mmx259mmx200mm thick made of M 20 grade of concrete rectangular in shape with one corner chamfered by 100 mm x 100 mm as per approved design i/c cost of all material, labour and curing etc., complete. as per IRC 5758 - 1984. 60 Supplying and laying hydraulic pressed monolithic natural grey colour cement concrete inter locking paver block of 63mm thick, in cement concrete 1:2:4 (one cement, two sand, four aggregate) using difference design and with stand for pressure of 150 - 200 kg/m2 over the existing sand cushion by using earth rambers and also vibratting the concrete blocks often laying using plate vibrators etc, complete as directed by the departmental officers. 61 Supplying and fixing of M.S.grill of approved design for grill gate, grill work to doors and windows openings ramp etc., using necessary mild steel flats for inner and outer members which should be fixed on edges including priming coat of best approved quality red oxide primer etc., complete complying with standard specification. 62 UPVC Window Specification:Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle.The corners and joints should be welded and cleaned.Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong lockingsystems and as per size for arresting noise and energy loss.The connecting mechanism between sash and outer frame that enables opening of the window.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames.The window should be got approved from the Executive Engineer before use on work 63 Providing UPVC (Un-Plasticized Polyvinyl Chloride) Door: Providing and fixing casement doors fabricated from un-plasticized polyvinyl chloride (uPVC) sections. Profiles: The profiles should be three chamber system which provides high insulation properties with outer frame 60mm x 55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25 x 24 x 25mm steel reinforcement with a thickness of 1mm to have dimensional stability. The sash should be of 60 x 102mm. The mullion should be of 60 x 74mm.The profiles should have co-extruded seals. Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside. Glazing: The window system should be glazed with 5mm plain float glass / 6mm bison lam Installation: The profiles should be cut to length and welded 45 degrees. The window should be designed such that the water drainage does not pass through the reinforcement chamber.The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms electroplated screws into plug. 64 ABS DOOR Specification:Providing and fixing of ABS (Acrolynitrile Butadiene Styrene) Door using factory made plain FPVC (Foamed Polyvinyl Chloride) door frame of the size 105 x 40mm with a wall thickness of 10mm made out of extruded rigid FPVC profile mitre joined with 10 Nos. of 50mm long screw.The door frame shall be fixed to the wall by using 80mm long screws through the frame with the help of PVC fasteners to be provided for each vertical member, stiffeners of (‘U’ Channel of size 29 x 9 x 1mm, 150mm long) 3 Nos. at hinge point, frame reinforcement of (‘U’ GI Channel of size 46 x 22 x 0.06mm), bottom tie rod of (‘U’ GI Channel size of 15 x 15 x 1mm), the ABS Shutter of 35mm thick factory made plain pre-laminated.ABS (Acrolynitrile Butadiene Styrene) door shutter moulded in different designs, consisting of all round Frame made out of water proof solid foam PVC bar of size 20x32mm, reinforced by 32 x 32mm - 2 Nos. for vertical made out of LVL (Laminated Veneer Lumber), core material of 32mm thick high density craft paper honey comb board, sandwiched on both sides with pre-laminated ABS sheet thickness of 1.5mm.PVC edge banding of size 0.45mm on the vertical sides.Hardware made out of ball bearingbutterfly hinges - 3 Nos. for each shutter and ISI make SS round lock complete, including cost of Materials, conveyance and all other incidental charges and labour charges for fixing the Door neatly etc., complete complying with the standard specification. The door shutter and frame should be got approved from the Executive Engineer before use on workPlain Pre-laminated Door 65 Fabrication supply and fixing in position of aluminium natural colour matt finish louvered ventilator in all floors made with extruded aluminium section of following size with necessary accessories such as rubber beading, best quality of handle including supplying and fixing of 4 mm thick plain glass including cost of all materials, labour power consumption required for fabrication drilling holes in RCC column/floor slab/ masonry wall wherever necessary with power drills to the required extent and making good to the original condition after fixing etc., and as directed by the departmental officers etc. complete.The aluminium frames to be anodised under electrically controlled condition in accordance with ISI 1868/ 1962 specification for an average anodic film thickness of not less 15 microns and all the materials should be got approved by the Executive Engineer before use on work. Outer frame alround section of size 62x38x2mm @ 1.174 kg/ m vertical louvered section of size 60x30x4mm @ 1.27 kg/m and aluminium clips of size 19.05x10.27/11.05x1.20mm @ 0.169 kg/m. 66 Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification 67 Roofing with best quality prelaminated Polycarbonate Sheet 6mm thick of approved colour design and quality including cost of self tapping screws between washer and cutting the sheet to required slope if found necessary during execution of work, including charges for machine etc., complete, as directed by the engineer-in-charge 68 Supplying and fixing of Exterior WPC louvered panel for cladding and roofing works with material specifications: Material - WPC, Size - 2900 x 200 mm, Design exterior decorative panel, Color - Brown, Usage/Application for all kinds of exterior work, Thickness - 26mm, Core Filling - Fly Ash, Packaging Type - fully packed, etc., complete as directed by the engineer-in-charge 69 Supplying and Fixing ofCNC cut perforated Enclosure for EB transformer and EB pillar Boxes by using CNCMS Sheet (2mm thick), doorhinged with vertical support of80X40 mm TubularPost including horizontal Support and Stiffener (40 x40 x2mm)for MS sheet including Powder coating ofall structural members and labor for fitting , welding andtransportation of thematerial from thefactory to Site as directed by the engineer - in charge. 70 Providing and fixing of Aluminium Composite Panel (ACP) 4 sided having 50 x 25 x 1.50mm frame work vertical and horizontals out of specially designed extruded sections withstand wind pressure of 180 Kg/sq.m and fabricated fixed at all level elevation and heights.The extruded section cutting and fixing required space extruded section shall be of 6063 and alloy of BSH 9 confirming T is – 63400 rate shall included to fix the main frame with necessary clamps, fasteners, bolt nuts etc.The main frame of extruded section shall be of 22843 & 22739 (H9) grade conforming to BS 4174 (or) IS 8147.Rate shall included 4mm thick ACP sheet (0.25 + 3.5 + 0.25) alstrong or equivalent fixing with spacer tape and the ACP sheet bounded with special type structural sealant of dow corning 789 or equivalent in dust free conditions the gaps between ACP sheet to be filed with whether sealant and backer rod or 12mm foam sheet to ensure water and air tightness in all complete complying with standard specification as directed by the departmental officer 71 Refixing of damaged cement concrete solid block masonry in CC 1:3:6 (One of cement, three of sand and six of course aggregate) using 6mm and below HBG stone jelly with compressive strength of 50 kg/cm2 in cement mortar 1:5 (one of cement and five of sand ) including curing and neat finish etc., complete complying with standard specification and as directed by the departmental officers at site of work 72 Supplying and fixing of cement concrete solid block masonry by using solid blocks of size 400x200x150mm confirming to IS 2145-1965 made in CC 1:3:6 (One of cement, three of sand and six of course aggregate) using 6mm and below HBG stone jelly with compressive strength of 50 kg/cm2 in cement mortar 1:5 (one of cement and five of sand ) including curing and neat finish etc., complete complying with standard specification and as directed by the departmental officers at site of work. 73 Supplying and providing chain link fence with RCC posts.The RCC postswill be of 2.5m c/c and of 2.75mheight.The post will be 100mm square at top and 150mm square at bottom 2.15m height above ground level and 0.60m below ground level, in R.C.C 1:1.5:3mix using 12 to 20mm gauge stone jelly with necessary reinforcement moulding work and rendering smooth with cement at 15kg/cu.m etc., complete and fixed in c.c. foundation in 1:4:8 using 40mm size stone jelly. The foundation is of size 45x45x90 with sand filling 15cm height. The fencing will be of chain link 75mm size, 10 gauge. The height of fence is 2.0m after leaving 75mm gap from ground level including fixing the fence with the posts using G.I binding wire, etc. complet.ISI STD 74 Supplying and fixing Country wood scantlings for door, windows, joints, rafters, etc., or any other works using country wood scantlings in following lengh and complete it in all floors including labour charges for the manufacture of frames as per standard specification. 75 Country wood scantlings below 4m in length 76 Providing two legged Scaffolding using 15cm dia casurina post of 4m over all length (3m height + 0.5m Projection + 0.5m into the ground) the distance between the two rows being 1.25 and the spacing of posts being 2.0m in both the rows with two horizontal posts with 0.5m. Overlap on either side and braces at 2.0m centre to centre including longitudinal and transvers middle braces to step up and providing a platform with country wood planks of 40mm thick and 1m width, etc. in acomplete from using coil and nails - 1RM 77 For Initial height of 3.00 metre 78 For every additional height of 2.5 m above initial height of 3 m 79 Supply and fixing of 3-seater metal garden swing chair with canopy of material and specifications: Seating capacity - 3 seater swing, Material- metal, Appearance - modern with canopy, Cushion - Included, Usage/Application - balcony, garden, lounge, etc., Cushion material - polyster, etc., complete, as directed by the engineer-in-charge 80 Supplying,erectingandFixingprecast reinforcementbench with back rest. Bench shall consist of 2 nos. L shaped bases support in natural cement color of thickness 100mm, back height 1000mm, front height 450mm, base width 620mm and 5Nos Reinforced Concrete planks in red colorandsizeof 1500x100x50mm and 1no. reinforcedconcrete plank of 150x200x50mm: manufactured by using M-30 grade concrete & reinforced suitably: all parts to be joined with galvanized nuts and bolts of suitable size. 81 Supply & placing of FRP heavy duty three compartment Dustbin of size 1200 x 450 x 900 mm with top cover 82 Supply & placing of light weight concrete Dustbin of size 450 dia x 900 mm with top cover 83 Supply and placing of Monkey DustbinFRP – 2 Layers to a height of 3½ and width of 2½ 84 WATER SUPPLY AND SANITARY WORKS 85 Supplying and fixing in position best approved of BIS quality 110 mm dia PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessry PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of U clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification. 86 Supply and providingPriming Tank made up of PVC, Make: SINTEX / EQUIVALENT 87 Internal water supply - Supplying, laying and jointing PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications.The PVC pipes shall be got approved by Executive Engineer before use on works. 88 For laying PVC pipes of dia 32mm 89 External Water Supply - Supplying, laying and jointing PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications.The PVC pipes shall be got approved by Executive Engineer before use on works. 90 Above Ground Level 91 For laying PVC pipes of dia 40mm 92 Below ground level 93 For laying PVC pipes of dia 50mm 94 For laying PVC pipes of dia 40mm 95 For laying PVC pipes of dia 25mm 96 Supplying, laying and jointing CPVC pipes of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing CPVC specials using CPVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto etc., complete complying with standard specifications.The CPVC pipes shall be got approved by Executive Engineer before use on works.(Above Ground Level) (Internal Water supply) 97 Above Ground Level 98 For laying CPVC pipes of dia 32 mm 99 For laying CPVC pipes of dia 25 mm 100 Supplying and fixing in position first quality and approved variety of Gun metal Gate Valve / Wheel Valve with BIS make of the following dia including cost of shellac, thread balls, etc., complete complying with standard specifications (for both internal and external water supply arrangements).The valves to be used on work shall be got approved by the Executive Engineer before use on work. 101 Gate valve 102 Fixing Gun Metal Gate Valve of 25 mm 103 Fixing Gun Metal Gate Valve of 40 mm 104 Wheel valve 105 Fixing Gun Metal Wheel Valve of dia 25 mm 106 Fixing Gun Metal Wheel Valve of dia 40 mm 107 Providing, fixing, Testing & Commissioning of PVC Ball valve with quarter turn including all necessary fittings & accessories complete. PIMTAS / AQVASTAR make 50 mm ( 2 ) 108 Providing, fixing, Testing & Commissioning of PVC Ball valve with quarter turn including all necessary fittings & accessories complete. PIMTAS / AQVASTAR make 40 mm ( 1.5 ) 109 Providing, fixing, Testing & Commissioning of PVC Ball valve with quarter turn including all necessary fittings & accessories complete. PIMTAS / AQVASTAR make 25 mm (1.00”) 110 Supplying and fixing in position 15mm dia brass CP Pillar tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary.(Taps should be got approved by the Executive Engineer before use on the works). 111 Supplying and fixing in position Health faucet of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary.(Taps should be got approved by the Executive Engineer before use on the works). 112 Supplying and fixing in position best quality and approved make Indian made white / colour glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia B class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works). 113 White Glazed Wash Hand Basin 114 With Pedestal 115 Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks). 116 Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works). 117 Supplying and fixing best approved best quality brass CP soap tray of size 150 x 150mm including cost of teak wood plugs, brass screws, etc., complete complying with standard specifications.(The soap tray should be got approved by Executive Engineer before use on works). 118 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level. 119 For laying PVC pipes of dia 110 mm 120 Supplying and fixing in position PVC cowls of 110 mm dia of best approved quality conforming to BIS, etc., complete complying with standard specifications.(The PVC cowl should be got approved by the Executive Engineer before use on works). 121 Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with P or S trap conforming to BIS with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to CI soil pipes (including the cost of 100mm dia CI pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers.(The water closet should be got approved by the Executive Engineer before use on works). 122 Supplying and fixing in position white / colour glazed European Water Closet of best quality and approved make with 100 mm P or S trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings such as 15mm brass connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe including cost of 600mm length of 110mm dia PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition etc. complete complying with standard specifications.(The EWC and flushing tank wiht all accessories should be got approved by the Executive Enginer before use on works). 123 White glazed European Water Closet with 10 litre capacity PVC flushing tank fixed on to wall 124 Supply and fixing in position of best Indian make white glazed earthernware lipped mouth flat back urinal of best quality and approved make of size 430mm x 260mm x 350mm with GI pipe, 32mm dia bell mouth PVC connection and waste pipe, 15mm dia GI pipe of required length, 15mm dia GM wheel valve, 15mm dia brass nipple 2 Nos., and fixing the urinals in position with necessary TW plugs, clamps, screws, etc., including dismantling masnory and re-doing the same to the original condition, etc., including painting the pipe with two coats of best quality approved synthetic enamel paint over one coat of red oxide primer and checked without any leakage etc. complete complying with standard specifications and as directed by the departmental officers.(The urinal should be got approved by the Executive Engineer before use on works.) 125 Supplying and fixing position CI Nahani Trap / Floor Trap of the following sizes with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of sand and five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works).Nahani Trap of size 100 x 75mm with stainless steel gratings 126 Supplying and fixing in position 150 x 100mm P or S stoneware gully trap A grade with CI double gratings of size 150 x 150mm and 230 x 230mm at bottom and top respectively with necessary earth work excavation laid over a bed of brick jelly cement concrete 1:3:6 (One cement, Three sand and Six broken brick jelly) 150mm thick using 40mm size broken brick jelly including necessary brick work and plastering including dismantling masonry wherever necessary and re-doing the damaged portions to the original conditions using cement concrete 1:3:6 using 20mm stone jelly for fixing the gully trap and giving connections to stoneware sewer line etc., complete complying with standard specifications. [Earth work excavation, brick work, plastering shall be measured and paid separately]. The stoneware gully trap should be got approved by the Executive Engineer before use on works. 127 Supplying and fixing single phase 1 HP Monoblock pumpset as per I.S.I. specification on suitable pedestal with foundation bolt and nut including labour. Supply and fixing of starter and main switch suitable for 1 HP pumpset on suitable angle iron frame work with necessary labour including panel board.Supply and fixing 1 No. foot valve 1 for the 1 HP Mono block pumpset supply and run of 4 of 10 sq.mm. in PVC pipe with 14 SWG TC wire etc., complete. 128 Construction of Inspection chamber of size (clear 0.60x0.60x1.00) with necessary earth work excavation, sand filling, CC 1:5:10, brick work in CM 1:5, plastering in CM 1:5 12mm thick, Plastering in CM: 1:3 20mm thick, Precast slab 50mm thick, fabrication etc. complete as directed by the engineer-in-charge 129 Providing rain water recharging collection pit having a size of 900mm dia to a total height of 1200mm is 150mm above ground level and 1050mm below ground level with necessary augar bore of300mm dia to a depth of 3000mm from bottom level of collection pit and filled with 20mm HBG stone jelly inside of augar bore. The sides of collection pit provided with RCC Well ring of inner size of 900mm x 300mm x 50mm with 6mm reinforcement on both directionat 200 mm c/c using RCC 1:1/2:3 (one cement, one and half sand and three HBG jelly). The top of collection pit is finished with 50mm thick cover slab, The collection pit is filled with course river sand at top, 20mm HBG stone jelly at middle and 40mm HBG stone jelly at bottom of a depth of 300mm, 450mm and 450mm respectively. The rate is including the cost of RCC well ring and filling materials, RCC cover slab, drilling hole and labour charges for erecting the well ring etc.,and as directed by the departmental officers. 130 Supply, Fixing & commissioning of Pop up spray RD 1804 SAM PRS Series Spray bodies with high efficiency HE VAN Nozzle capable of covering radius of 0.9-4.6m at 1.0 - 2.1 Bars, pressure with Matched precipitation rate, tactile click and DU >0.7. Triple Blade Wiper Seal precisely balances flushing, flow- by and debris protection to optimize performance and durability at pop up and retraction. Precision-controlled flushing at pop-up and retraction clears debris, ensuring positive stem retraction in all soil types. Unique debris pockets hold grit in place, removing it from circulation and preventing long-term damage. Parts resistant to corrosion in treated recycled water containing chlorine. Pop spray body shall with stand upto 6.9 bar. Built-in Seal-A-Matic™ (SAM) check valve. Traps water in lateral pipes in elevation changes of up to 14 feet (4.2 m). PRS Maintains constant outlet pressure at 30 psi or 45 psi at varying inlet pressures. etc., RD1804- SAM PRS-HE VAN incl installation charges 131 Supply of large capacity Disc filter 25 M³ / Hr including installation charges. (brands like Rain Bird or equivalent) 132 Flexible polyethelene irrigation pipe 16 mm dia / 2.5 / 1.1 - 1.4 mm CL - II. Netafim including installation charges. 133 Supply of endcap, nipple, start nipple, rubber grommet 16 mm dia. Netafim including installation charges. 134 Supply of Pressure compensated dripper with 2 / 4 / 8 LPH outlet flow. Rain Bird / Netafim make including installation charges 135 Supply of Micro sprinkler of half & full circle with 55 LPH output flow with necessary micro tube & stake. Rain Bird / JISL make including installation charges. 136 BOREWELL 137 Drilling of 12 dia vertical borewell so as to have a finished size of 6 dia borewell in boulder area to any required depth as decided by the TWAD Board Officers including Transportation from one place to anothr place with in Tamilnadu State by direct or reverse rotary mud circulation method using Contractors rig tools, fuel, labourers etc 138 Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit 139 Drilling of 140/150 mm pilot bore - Upto 60 m Depth ending below ground level 140 Drilling of 140/150 mm pilot bore - From 60 m upto 90 m Depth ending from ground level 141 Drilling of 140/150 mm pilot bore - From 90 m upto 120 m Depth ending from ground level 142 Reaming 300 mm dia pilot bore to 400mm/ 450mm dia bore as directed by the TWAD Board Officer. 143 Upto 60 m depth ending below ground level 144 Reaming 140/150 mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer. 145 Upto 60 m depth ending below ground level 146 From 60 m depth and upto 90 mt depth ending below ground level 147 From 90 m upto 120 mt depth ending below ground level 148 Supply and laying following dia PVC casing pipe with excise duty as per IS 12818 / 2010 149 200mm dia CS 150 150mm dia RS 151 Labour charges for inserting PVC casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the Executive Engineer of Departmental officers. 152 200mm dia CS 153 150mm dia RS 154 Supplying and filling with river pebbles in annular space between bore and PVC pipe up to hard rock 155 Charges for developing the borewell with air compressor of 300 CFM capacity (Minimum 8 Hours) including ransportation labour and fuel charges for compressor as directed by TWAD Board Officers and conducting yieldtest by V notch method. 156 Supply ,erection and testing & commisioning of 3HP submersible pumpset in the to suit 200mm borewell of capacity of 4800 LPH @ 265Ft, max. total head of 280 Ft pumps fitted with bronze impellers and having delivery size of 40mm - 430V along with 3mts cable and manufactures standard control panel which is mandatory and as directed by the officer incharge and other required supporting items like SS hose nipple, nylon rope, clamps, bolt and nuts,GI nipple, 50mm dia HDPE hose of required length etc completed and as directed by the officer incharge. 157 Supplying and fixing single phase 5 HP Monoblock pumpset as per I.S.I. specification on suitable pedestal with foundation bolt and nut including labour. Supply and fixing of starter and main switch suitable for 5 HP pumpset on suitable angle iron frame work with necessary labour including panel board.Supply and fixing 1 No. foot valve 2 for the 5 HP Mono block pumpset supply and run of 4 of 10 sq.mm. in PVC pipe with 14 SWG TC wire etc., complete. 158 LANDSCAPING WORK 159 Supply & stacking of red earth at site to the departmental guage for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete. 160 Supply of well decomposed Farm yard Manure in a powdery form, devoid of soil sand, stones, plastics and other materials, highly nutrient and which supports plant growth. 161 Supply and stacking of pit sand / earth filling sand at site to the departmental gauge for pre measurements obtained from sand deposits and should clean without solid particles 162 Mixing charges of Red soil, sand and manure uniformly (1:1:1) for Preparation of soil mixture (excluding material cost) 163 Spreading of red soil, gravel or sand including watering and rolling which hand roller for every 75 mm thickness - including hire charges of roller 164 Preparation of Mounds of various size and shape by availlable excavated/ Supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer - in - charge 165 Planting of Lilly - Hymenocallis Lilly (Spider liiy) shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge 166 Planting of Plumaria Dwarf ornamental foliage Specimen plant variety of height 105- 120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 167 Planting of Duranta new gold Plant ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 168 Supplying and Planting of Peltophorum tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 169 Planting of Bougainvillea Specimen plant variety of height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 170 Supplying and Planting of Picharidia palms variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5cm dia casurina pole of 10 height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 171 Supplying and Planting of Roystonea regia (Royal palms) palm variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 172 Supplying and Planting of Pungam tree sapling of height 240 –300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge 173 Supplying and Planting of Bauhinia purpurea tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed bythe site in-charge. 174 Supplying and Planting of Spathodea campanulata tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. 175 Supplying and Planting of Cane Bamboo tree sapling of height 300 - 360 cm in polythene bag of size 15x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge 176 Planting of G2 grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 177 CHILDREN PARK AND GYM EQUIPMENTS 178 Supply and fixing of Straight Slide - 7ftLength 450cm ( 15ft ) x Width 75cm ( 2.5ft ) x Height 210cm ( 7ft ) Slide Material : Polyethylene Slide. Slide Length : 21cm ( 7ft ), Slide platform height : 120cm ( 4ft ), Base platform size : 2ft x 2ft, Platform base : Aluminium Checkered Sheet. Center Post : 114mm OD Galvanized post, Side Post : 50mm (2) OD Galvanized post, Powder coating : Electrostatic pp coating on metal parts. Area Required : Length 600cm ( 20ft ) x Width 150cm ( 5ft ) Playing age group : 3 - 10 yrs. Children capacity : 1Specification of Material:1. All Metal posts are made of Galvanized pipes with elecrostatic powder coated.2. Play components are made of Linear low density polyethylene (LLDPE ) ,UV protected, Heat resister, smooth finished with elegent designs. 3. All fastners closed with polyethylene caps for children protection. 179 Supply and fixing of Park Spiral Slide Junior (FRP)Size: L10.5 x W6 x H7Safe Area Size: L20.5 x W5 x H11.5Material specifications:Ladder : Galvanished ‘B’ Class pipe Sliding chute 9ft BED LEG :Galvanished ‘C’ Class pipeFRP thickness 4mm. (Reinforced Polymers in 5 Layers) 450 CSM Matt, 600 Roving Mat, Isotolic gel coat with PU pigment.ISI Make pipe and MS Angle and Flat with high thicknessHigh quality NTN Ball BearingHigh quality Glossy paint with primer 180 Supply and fixing of Cross Swing - 3 Seater Length 390cm ( 13ft ) x Width 120cm ( 4ft ) x Height 225cm ( 7.5ft ) Swing Seat material : LLDPE seats fitted with Stainless steel hooks. Swing Chain : PU coated coated galvanized chain Imported. Swinging Hook : Heavy duty Aluminium pressed with sealed bearing. Swing post : 114mm ( 4.5 ) OD G.I post of wall thickness 2mm, Centre post : 114mm ( 4.5 )OD G.I post of wall thickness 2mm, Playing age group : 3 - 12yrs. Children capacity : 3Specification of Material:1. All Metal posts are made of Galvanized pipes with elecrostatic powder coated.2. Play components are made of Linear low density polyethylene (LLDPE ) ,UV protected, Heat resister, smooth finished with elegent designs. 3. Swing chain made of PU coated chain , Seat made of LLDPE ( Polyethylene), Swing hooks made of Aluminium with sealed bearings.4. All fastners closed with polyethylene caps for children protection. 181 Supply and fixing of Seesaw - SingleLength 210cm ( 7ft ) x Width 90cm ( 3ft ) x Height 60cm ( 2ft )Seesaw seat material : LLDPE - Polyethylene. Qty : 2Nos.Seesaw center & side post : 89mm ( 3.5 ) OD Galvanized post,Seesaw handle post : 32mm ( 1.2 ) OD Galvanized post,Seesaw post top cap : Heavy duty Aluminium,Powder coating : Electrostatic pp coating on metal parts.Area Required : Length 300cm ( 10ft ) x Width 210cm ( 7ft )Playing age group : 3 - 10yrs.Children capacity : 2Specification of Material:1. All Metal posts are made of Galvanized pipes with elecrostatic powder coated.2. Play components are made of Linear low density polyethylene (LLDPE ) ,UV protected, Heat resister, smooth finished with elegent designs. 3. All fastners closed with polyethylene caps for children protection. 182 Supply and fixing of Park Seesaw 4 Seater (FRP Seat)Size: L8.75 x W5 x H3 Safe Area Size: L11.75 x W8 x H6 Material specifications:Frame : 1 ½” Galvanished ‘B’ Class pipeSee saw Rail :2” Galvanished ‘C’ Class pipeSeat : FRP Seat with 450 CSM Mat 3 Layers bonding. Isotolic gel coat with UV pigment.Painting with PU coating seatISI Make pipe and MS Angle and Flat with high thicknessHigh quality NTN Ball Bearing 183 Supply and fixing of Merry go round - 6 Seater Diameter 180cm ( 6ft ) x Height 75cm ( 2.5ft )Galvanized 50mm dia pipe used for outer ring.Heavy duty Tapper roller bearing setting on the base for smooth rotation.Powder coating : Electrostatic pp coating on metal parts.Area Required : Length 240cm ( 8ft ) x Width 240cm ( 8ft )Galvanized semi circle seats - 2Nos with side saftey handles.Playing age group : 3 - 12yrs.Children capacity : 6Specification of Material:1. All Metal posts are made of Galvanized pipes with elecrostatic powder coated.2. Play components are made of Linear low density polyethylene (LLDPE ) ,UV protected, Heat resister, smooth finished with elegent designs. 3. All fastners closed with polyethylene caps for children protection. 184 Supply and fixing of Spring Rider - Dinasour Polyethylene Dinasour design attached with 22mm heavy duty coil springs mounted on 10mm Base plate. Metal part powder coated. Safe area - 6ft x 6ft. Playing age group : 3 - 10yrs. Children capacity : 2 Specification of Material:1. All Metal posts are made of Galvanized pipes with elecrostatic powder coated.2. Play components are made of Linear low density polyethylene (LLDPE ) ,UV protected, Heat resister, smooth finished with elegent designs. 3. All fastners closed with polyethylene caps for children protection. 185 Supply and fixing of Park Loop RungSize: L10 x W2 x H7.5Safe Area Size: L13 x W5 x H10Material specifications:Post-Galvanished ‘B’ Class pipeTop rail-Galvanished ‘C’ Class pipeSprings –Galvanished ‘C’ Class pipe.Painting with PU coating ISI Make pipe and MS Angle and Flat with high thicknessHigh quality NTN Ball BearingHigh quality FRP Materials with U~V resistance pigments and ISO Resign and 600 GSM Mat 186 Supply and fixing of Park Flat RotorSize: L5 x W5 x H3.25’ Safe Area Size: L8 x W8 x H6.25Material specifications:Pipes - 1’’GI pipe, 3/4”GI pipe, 3”GI pipe, 2.5mm thick, B class paint: PU coatingISI Make pipe and MS Angle and Flat with high thicknessHigh quality NTN Ball BearingHigh quality FRP Materials with U~V resistance pigments and ISO Resign and 600 GSM Mat 187 Supply and fixing of Park Arch Swing 2 Seater (FRP)Size: L10 x W3 x H6.75Safe Area Size: L13 x W6 x H10Material specifications:ARC-Frame : 2.5mm thickness Galvanished ‘B’ Class pipe Top Rail : 2” Galvanished ‘C’ Class pipe with 4.5mm thickSeats : RubberChain : 8mm Stainless Steel Chain (Grade-304)Painting with PU coating ISI Make pipe and MS Angle and Flat with high thicknessHigh quality NTN Ball BearingHigh quality FRP Materials with U~V resistance pigments and ISO Resign and 600 GSM Mat 188 Supply and fixing of Air Walker Single personSize: L3.75 x W1.25 x H5 Safe Area Size: L6.75 x W4.25 x H8Material specifications:Main Post made of 4 Inch Pipe and other main pipes 1-1/2 inch Pipes. 3 mm thickness pipes (1680 x 515 x 1780 mm) 4 mm pipe Double coat Powder coating, Heavy duty Branded sealed Ball bearing, for long lasting life. Steel Foot rest / Foot Paddle for long lasting life. 189 Supply and fixing of Chest Press - Single PersonSize: L7.5 x W2.5 x H6Safe Area Size: L10.5 x W5.5 x H9Material specifications:Main Post made of 4 Inch Pipe and other main pipes 1-1/2 inch Pipes. 3 mm thickness pipes. Double coated Powder coating, Heavy duty Branded sealed Ball bearing, Steel & foot rest / Foot Paddle for long lasting life 190 Supply and fixing of Leg Press - Dual PersonDimension : L 120cm ( 4ft ) x W 45cm ( 1.5ft ) x H 130cm ( 4.3ft ) Material : Galvanized Steel. Fastners : Stainless steel 304 grade with Polycaped. Post top Cap : High density Aluminium. Handle grips : HD Rubber coated. Twister Base : Polyethylene. Bearing setting for smooth rotation. Main Post Size : 115mm / 4.5 OD G.I post of wall thickness 3mm. Handle Post Size : 32mm / 1.25 OD G.I post of wall thickness 3mm. Powder coating : 80 micron Akzo nobel electrostatic coated. Area Required : Length 180cm ( 6ft ) x Width 180cm ( 6ft )All Metal posts are made of Galvanized pipes with elecrostatic powder coated. 191 Supply and fixing of Push Up / Pull BarSize: L3.5 x W3.5 x H6.5Safe Area Size: L6.5 x W6.5 x H9.5Material specifications:Main Post made of 4 Inch Pipe and other main pipes 1-1/2 inch Pipes. 3 mm thickness pipes Double coat Powder coating, Heavy duty Branded sealed Ball bearing, for long lasting life. Steel Foot rest / Foot Paddle for long lasting life. 192 Supply and fixing of Shoulder Wheel - Single PersonSize: L2 x W2.5 x H6.25Safe Area Size: 4 x 5.5 x 9.25Material specifications:4mm pipe thick Main Post made of 4 Inch Pipe and other main pipes 1-1/2 inch Pipes. 3 mm thickness pipes Double coat Powder coating, Heavy duty Branded sealed Ball bearing, for long lasting life. 193 Supply and fixing of Excer CycleProduct Dimension : L 85cm ( 2.8ft ) x W 83cm ( 2.7ft ) x H 182cm ( 6.1ft ) Material : Galvanized Steel. Fastners : Stainless steel 304 grade with Polycaped. Post top Cap : High density Aluminium. Rotating Knobs : Polyethylene. Bearing setting for smooth rotation. Main Post Size : 115mm / 4.5 OD G.I post of wall thickness 3mm. Handle Post Size : 32mm / 1.25 OD G.I post of wall thickness 3mm. Powder coating : 80 micron Akzo nobel electrostatic coated. Area Required : Length 180cm ( 6ft ) x Width 180cm ( 6ft )All Metal posts are made of Galvanized pipes with elecrostatic powder coated. 194 Supply and fixing of Lat Pull Down - Single personDimension : L 100cm ( 3.3ft ) x W 75cm ( 2.5ft ) x H 180cm ( 6ft ) Material : Galvanized Steel. Fastners : Stainless steel 304 grade with Polycaped. Post top Cap : High density Aluminium. Handle grips : HD Rubber coated. Seat & Back rest : Polyethylene. Bearing setting for smooth rotation. Main Post Size : 115mm / 4.5 OD G.I post of wall thickness 3mm. Handle Post Size : 50mm / 2 OD G.I post of wall thickness 3mm. Powder coating : 80 micron Akzo nobel electrostatic coated. Area Required : Length 180cm ( 6ft ) x Width 180cm ( 6ft )All Metal posts are made of Galvanized pipes with elecrostatic powder coated. 195 Supply and fixing of Sit Up BoardDimension : L 142cm ( 4.7ft ) x W 112cm ( 3.7ft ) x H 63cm ( 2.1ft ) Material : Galvanized Steel. Fastners : Stainless steel 304 grade with Polycaped. Post top Cap : High density Aluminium. Base material : 25mm OD Galvanized Oval pipes. Post Size : 115mm / 4.5 OD G.I post of wall thickness 3mm. Post Size : 45mm / 1.5 OD G.I post of wall thickness 3mm. Powder coating : 80 micron Akzo nobel electrostatic coated. Area Required : Length 240cm ( 8ft ) x Width 240cm ( 8ft )All Metal posts are made of Galvanized pipes with elecrostatic powder coated. 196 KIOSK 197 ACP KioskSupply of Kiosk: MS Tube Frame Covered with ACP Panel Size: 3m x 2m Bottom: Bison Board 1” Thick Front: Large Door with Double Piston Left Side: Access Window Right Side: Main Door With Lock Top: ACP Sheet (Puff Panel) Table: 7.5Ft x 1.5’ Width 1no Accessories: Fan 1No, Tube light 2Nos, Switch Box 1No, MCP 1No, Exhaust Fan 1No, Wash Basin 1No, Vinyl Flooring, LED Name Board with Logo, Menu Card 198 ELECTRICAL WORKS 199 LT CT TNEB METER BOX: Supply, Installation, testing and commissioning of compartmentalised LT 3Phase, TNEB Metering box of outdoor weather proof type with MS mounting stand, Test Terminal Blocks, Internal control wiring etc., as per local TNEB standards. The box suitable for 3phase 100A service connection made up of with hylem sheet of size 2feet x 1-1/2feet of 6mm thickness with necessary bolts and nuts supports and supply and fixing of3Nos.100A fuse units (500V),1No.neutral link,copper earth flat of size1x1/4 with interconnection of EB meter tofuse units by 16 Sq.mm PVC insulated copper wire with suitable necessary connection with earth connection complete. 200 Supply and fixing of 125A TPN Isolator in sheet steel enclosure with double breakon suitable angle iron frame work with MS cable entry boxes with earth connection only. 201 MAIN LT PANEL: Supply, Installation, testing and commissioning of 3Phase, 415Volts, Main LT Panel board of Indoor, Cubicle floor mounting type made out of 2mm thick CRCA Sheet with powder coated finishing, MS base frame, double internal earthing arrangements, 125Amps, rating TPN Copper busbars with interconnection busbar, etc., comprising of the followings:EB Incomer :1 No. 125Amps, 25kA, 4Pole, Thermal magnetic MCCB with Ext.RHOMMetering : 1 Set of RYB LED Indication lamps1 No. of Multifunction Meter with RS 4851 Set of Current Tranformers (125/5A, Cl-1), 1 No. 125/5A CT for APFCR1 Set of Control MCBs Outgoings: 7 Nos. 63Amps, TP+N MCCB 2 Nos. 32Amps, TP+N MCCB3 Nos. 25Amps, DP MCB[Size:2400mm (L) x 350mm (D) x 2000mm(H)] 202 APFCR PANEL - 25KVAR: Supply, Installation, testing and commissioning of 3Phase, 415Volts, 25KVAR rating APFCR (Capacitor) Panel board of Indoor, Cubicle floor / wall mounting type made out of 2mm thick CRCA Sheet with powder coated finishing, MS base /wall frame, double internal earthing arrangements, 63Amps, rating TPN Copper busbars with interconnection busbar, etc., (1 x 10KVAR + 2 x 5KVAR + 1 x 3KVAR + 1 x 2KVAR) 203 12WAY Outdoor Lighting DB - 1 to 5: Supply, Installation, testing and commissioning of Outdoor weather proof type 3Phase Outdoor Lighting DB comprising of 1 No. 63Amps, TP+N, MCCB with Extended RHOM as incomer with RYB LED Phase indication lamps, 3Phase 63Amps, 4Pole Timer internal control wiring, etc., Outgoings: 11 Nos. 16A-32Amps, 4P MCBs &3 Nos. 20Amps, DP MCBs including Copper busbar connections, interconnection cables, cable entry provisions, floor mounting frame (600mm to 900mm), etc., 204 SLDB-1 to 4 and ELV UPS DB: Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1no. 32A DP MCBswitch as incoming and 10 nos. 6A to 32A SP MCB as outgoing in flush with wallwith earth connection only.Higher End 205 Pump room DB - 1 & 2: Supply and fixing of 8 way Vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63A 4P MCB switch as incoming and 5 nos. 32A 3P MCB, 9 nos. 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End 206 SupplyandLayingof31/2 Corex120 sq.mm.PVCarmouredLTUGcablein suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 207 SupplyandLayingof31/2 Corex70 sq.mm.PVCarmouredLTUGcablein suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good 208 SupplyandLayingof31/2 Corex50 sq.mm.PVCarmouredLTUGcablein suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 209 SupplyandLayingof31/2 Corex95 sq.mm.PVCarmouredLTUGcablein suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 210 SupplyandLayingof31/2 Corex25 sq.mm.PVCarmouredLTUGcablein suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 211 Supply and Clamping of 2 core x 10 Sq.mm PVC armoured LTUGaluminium cable on post or on wall MS-clamps, saddles, plugs, screws etc., complete including transport charges of UG cable. 212 Supply and fixing of brass cable gland for 2 x 10 sq.mm. PVC armoured LTUG cable with earth connection 213 Supply and fixing of brass cable gland for 3-1/2 x 25 sq.mm. PVC armoured LTUG cable with earth connection 214 Supply and providing cable end termination of 3-1/2 x 25 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 215 Supply and fixing of brass cable gland for 3-1/2 x 50 sq.mm. PVC armoured LTUG cable with earth connection 216 Supply and providing cable end termination of 3-1/2 x 50 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 217 Supply and fixing of brass cable gland for 3-1/2 x 70 sq.mm. PVC armoured LTUG cable with earth connection 218 Supply and providing cable end termination of 3-1/2 x 70 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 219 Supply and fixing of brass cable gland for 3-1/2 x 95 sq.mm. PVC armoured LTUG cable with earth connection 220 Supply and providing cable end termination of 3-1/2 x 95 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 221 Supply and fixing of brass cable gland for 3-1/2 x 120 sq.mm. PVC armoured LTUG cable with earth connection 222 Supply and providing cable end termination of 3-1/2 x 120 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 223 Supply and erection of GIHotDip/PowderCoated16SWGPerforated type CableTraywith 300mm width and 50mm height with all the fixing accessories 224 Supply and Run of 2 of 2.5 sq.mm.PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable gauge MS conduit pipe Concealed inwall and ceiling with continuous earth wire connection of 2.5 sq mm copperwire and making good of the concealed portion 225 Supply and Run of 2 of 6 sq.mm.PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable gauge MS conduit pipe concealed inwall and ceiling with continuous earth wire connection of 6 sq mm copperwire with painting of suitable colour. 226 Supply andrunof2 of4 sq.mm. PVC insulatedSC unsheathedFRLS copperconductorof1100V gradeinsuitable heavy gauge MS conduit pipe concealed in wall and ceiling with continuous earth wire connection by 4 sq.mm copper wire and making good of the concealed portion wiith suitable colour 227 Supply and fixing of 1 no.6A two module 5 pin socket , 1 no.6A one module switch with module cover plate (plastic) onsuitable module concealedBox (GI ) in flush with wall with connections. Higher End 228 Supply and fixing of 2nos.6A two module 5 pin socket , 2 nos.6A one module switch with module cover plate (plastic) onsuitable module concealedBox (GI ) in flush with wall with connections. Higher End 229 Supply and fixing of 1 no.6/16A two modulesocket , 1 no.16A one module switch with module cover plate (plastic) onsuitable module concealedBox (GI ) in flush with wall with connections. Higher End 230 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (6 points / Coil) Higher End (Primary) 231 Supply and fixing of 18W LEDRound type Recessedfitting with LED (Higher end) on false Ceiling from ceilingwith PVC unsheathed copper leads from terminals to the fitting. 232 Supply and erection of 20Watts, 4 Feet LED Fitting with LED (Higher end) end cap, PVC unsheathed copper leads from terminals to the fitting and fixing accessories 233 Supply and fixing of 60Watts All-in-One (AIO) Model Solar Street Light with 6000mm Height pole with base plate and all the fixing accessoriesThe cost is inclusive of civil foundation works including anchor fasteners,etc., as per site requirements 234 Supply and fixing of 3W RGB Light fitting (IP67) Inground fixture with PVC unsheathed copper leads from terminals to the fitting and to complete necessary accessories and etc to complete the work. KLITE:4092 - symmetrical Inground 235 Supply and fixing of spike light 6W fitting on floor with PVC unsheathed copper leads from terminals to the fitting and to complete necessary accessories and etc to complete the work. KL-Trioscope - 7052 236 Supply of One No of 9.5 mtr. Street Lamp Post With 2.7 mtr Arch Double Bracket, 1 No. of 4 Core SMC Fuse Box With Hot Dip Zinc Galvanising 237 Cost of Erection & Materials Required For 9.5 mtr Street Lamp Pole With Brackets Conventional Foundation(Material Ratio - 1:1.5:3) 238 Supply and fixing of 300mm (12) sweep(Heavy Duty) AC exhaust fan complete with necessary wall opening and making good of the wall . 239 Supply and fixing of MS / Fibre Louvers Shutters arrangements for 300mm ACExhaust Fan (M-1346) 240 Supply and fixing of 1200mm (48) sweep AC ceiling fan 5 star ratedcomplete ( Higher end)with 2 module 100W fan step regulator (Higher end)with 1 metre down rod with fan clamp with side plates and cross arm of size 450mm (18) 241 Supply and fixing of Maintenance Free earthing with Copper rod of 17.2 mm dia and 3m length including all the civil works 242 Supply and run of 25mm x 3mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earth connection 243 Supply and Run of1 of No.8 SWG copper wire for earth connection 244 Supply and Run of1 of No.8 SWG copper wire in suitable PVC rigid pipeon wall / floor / ground for earth connection 245 Supply of 2mx1mRubberMatsuitablefor11KVinstallation confirming to IS 246 Supply of First Aid Box complete with all First Aid Medicines 247 Supply and fixing of Shock Treatment chart with Glass frame(in English & Local Language) 248 Supply and fixing ofMetallic Danger Board as required by the Electrical Authorities (415Volts & 230Volts) 249 Supply and Installation for 2KVA, UPS (Single Phase Input & Single Phase Output) Capacity with 2Hourse Battery back up, battery stand and interconenction cables. 250 Supply and fixing of 40Amps, 30mA DP RCCB in a suitable sheet steel enclosure and necessary fixing accessories (Higher end) 251 CCTV SYSTEM 252 Supply, Installation, Testing and commissioning of 32 channel 8 SATA NVR, with 10TB Hard Disk Drive 2 nos, New logical and visualized GUI design Dual-OS design to ensure high reliability of system running, ANR technology to enhance the storage reliability when the network is disconnected,Configurable normal or hot spare working mode to constitute an N+1 hot spare system Video Input and Transmission, Connectable to the third-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by upto 75%, Full channel recording at up to 12MP resolution HD Video Output  HDMI1 / VGA1 outputs provided  HDMI1 Video output at up to 4K ( 3840 × 2160 ) resolution Storage and Playback, Upto 16 SATA interfaces and 1 eSATA interface for HDD connection, Support upto 10TB capacity for each HDD, Smart search for efficient playback. and smart playback to improve the playback efficiency, Supports VCA search for fire/ship/temperature/temperature difference detection triggered video files, POS information overlay on live view and playback, POS triggered recording and alarm Network & Ethernet Access  Hik-Connect for easy network management, 2 Gigabit Ethernet network interfaces. 253 Supply of 4MP, Internet Protocol fixed BULLET CAMERA (OUTDOOR) with following specification:a) 1/2.5 Progressive Scan CMOS, b) 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behavior analyses ( Line crossing detection, intrusion detection)c) Face Detection d) 120dB WDR, e) BLC/3D DNR/ROI, IP67 compliedff) On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,g) Shutter Speed 1/3 s to 1/100,000 s, h) 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, i) rotate: 0° to 360°, 2.8 mm, j) horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, k) Lens Mount M12 & IR Range I5: up to 50 m, l) Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, m) Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9Wn) Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse. with Camera Stand. 254 Supply of 8MP, Internet Protocol fixed BULLET CAMERA with following specification:●1/2.5 Progressive Scan CMOS, ● 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behavior analyses ( Line crossing detection, intrusion detection)● Face Detection ● 120dB WDR, ● BLC/3D DNR/ROI, IP67 complied●On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,● Shutter Speed 1/3 s to 1/100,000 s, ● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, ● rotate: 0° to 360°, 2.8 mm, ● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, ●Lens Mount M12 ● IR Range I5: up to 50 m, ● Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, ● Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W● Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse with suitable Stand. 255 Supply, Installation, Testing and Commissioning of 55 smart LED TV with following specifications a) Resolution: Ultra HD (4K) 3840 x 2160b) IPS panel c) Slim back light LED module d) 900 PMI e) Triple XD engine f) Dynamic scanning g) ANRh) True colour generatori) 8modes of picture j) picture wizardIII k) Real cinema 24P l) HDMI -3nos m) USB -2nos n) Built in LAN o) Magic remote 256 Supply and Clamping of CAT 6 unarmoured cable in suitable PVCPipe 1 thick on wall / ceiling with connected PVC accessories with clamps, saddles etc., complete. (Between ethernet switch to camera and radio modem)i. Application : Primary (Campus), Secondary (Riser), Tertiary(Horizontal)IEEE 802.3 : 10Base-T; 100Base-T; 1000Base-TIEEE 802.5 16 MB; ISDN; TPDDI; ATMii. Standards: ISO/IEC 11801 2nd ed.; IEC 61156-5 2nd EN 50173-1; EN 50288-6-1,EIA/TIA 568C.2, RoHS Compliant.Fire Rating: PVC : IEC 60332-1.iii. Conductor - Bare Copper Wireiv. Insulation - Polyethylene v. Twisting - 2 Cores to the pair vi. Cable lay up - 4 Core to the pair It has diameter of (23 AWG) 0.550 ± 0.015.Insulation : Polyethylene.GI wire of size is 0.90 ± 0.030mm. 257 Supply and laying of armoured, Multimode, Thermoplastic Tape Inner Sheathed, PVC type sheathed 6 core Optical Fibre Cable withunique fiber excess length control method provides the cable with excellent mechanical and environmental properties and Cable - 2 Embedded FRP provides tensile strength & Anti-buckling properties. It is processed with Filling jelly - Thixotropic jelly to prevent Water ingress in loose tube. 258 Supply and Termination of Optical Fibre Cable Single Point ( Point to Point ) Splicing and arrangement charges. 259 Supply and fixing of POE 8port switch10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. 260 Supply and Fixing of Rack with Accessories -Higher end6U Rack with fan extra for the above rack. (speaker/data/cctv) 261 Supply and fixing of POE 24 port switch10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. 262 Supply, Fixing and Termination of CAT 6 Cable RJ 45Jack Single Point ( Point to Point ) Crimping, Testing and arrangement charges. 263 Supply and fixing of outdoor 4X6PVC box with 102mmX77mmX102mm with all fixing accessories. 264 Supply and Erection of 6mtrLengthpole with base plate of size 300x300x12mm as per IS-875 with following specification. Pole Outter dia -76.10mm x 3.65mm Thick x 6 meter with foundation Charges.The Pole Should be hot dip Galvanized confirming to BESN ISO-1461 with thickness of 65 Micron 265 PA SYSTEM 266 Supply, Installation,Testing & commisioning of 30 watts 2 way high efficiency, high fidelity, long throw IP65 weather proof P.A Music Horn WALL / COLUMN speaker. It combines the high efficiency of horn with wide frequency response.Music horn is weather protected and UV protected ABS plastic housing combines with the feature of easy poertap selection on a terminal strip with a two core cable.It has impedence of 250/500/1k/2k ohm with frequency response of 120-16000 hertz. 267 Supply, Installation,Testing & commisioning of 480 watts P.A Booster Amplifier with the output power of 1350 watts maximum, 500watt rms at 10% Thyristor harmonic distortion(THD), 850watt RMS at 5% THD, 800 wattsRMS at 2% THD and the power supply AC voltage ranging from 220-240 volt, 50/60 hertz. with the DC input of 48 volt and 1000watts has tone controls of Bass=+- 10 db at 100 hz weighing 42kg with the speaker output of2Q,4Q.70volt&100volt has power consumption of 1600VA AC &12A DC and 100db output regulation at 1khz no load to full load ratio. The signal to noise ratio is 60db with the imnput channels of 0.8mv/4.7kq,3*Aux 100mv/50kq.The frequency response of 50-15000hz+-3db. 268 Supply, Erection,testing & Commisioning of custom built table top 4 zone micro processor based 1 way announcement console cinsisting of teleline preamplifier , 1 x priority module , 12 zone selector module , all call switch module , tone oscilator modulefor fire evacation, press to talk switch module,goose neck microphone ,24v dc rectifier module, power supply uit , all call relay module etc as required.(Delegate unit) 269 Supply and Fixing of Rack with Accessories -Higher end6U Rack with fan extra for the above rack. (speaker/data/cctv) 270 Supply, run, testing and commissioning of2Core x 1.5sq sqmm PVC insulated Armoured Speaker Cable in suitable 25mm dia Pvc Rigid pipe concealed on wall and ceiling with continuous earth wire connection with painting of suitable colour.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Tamil Nadu View Result →
32.
Housing Urban and Rular Development #10200585 Price Bid
Tender For Construction Of New Muthalvar Padaippagam At Bhakthavachalam Park, Chennai; 1 Civil Works 2 Dismantling removing the existing Reinforced Cement Concrete work etc., by using required mechinaries includingdisposal of unserviceable material, labour charges, as per direction of Engineer in charge. 3 Dismantling removing the existing Brick work etc., by using required mechinaries includingdisposal of unserviceable material, labour charges, as per direction of Engineer in charge. 4 Removing the existing ventilators,doors and windows including removal of frames ,hinges and fastenings arefully and stacking the same at site etc., complete. 5 Dismantling Floor finish and daddoing walls in cement mortar with mosaic tiles/glazed tiles/cuddapah slabs. 6 Carting away the surplus earth and debris to a lead of 5kgm.including Loading, unloading and dumping in the Corporation Land as directed during the execution. 7 Dismantling removing the existing closet, fitting, pipes, etc as per site., by using required mechinaries includingdisposal of unserviceable material, labour charges, as per direction of Engineer in charge. 8 Civil Works 9 Providing and constructing cast in situ hydraulic bored piles of specified diameter in M30 grade concrete using blended cement - slag cement with minimum cement content of 400kg/m³in accordance with the structural engineers drawings and directions, but exculding reinforcement including cost of mobalization of all necessary plants, equipments like piling rigs, temporary casing of appropriate length forsetting out cardinal points and the removal of the same, boring in overburden, using bentonite mud circulation technique or any other method dulythrough all strata upto the foundation level of piles etc., complete all as approved by the departmental engineer. Further include dewatering, placing concrete by tremie pipe method, disposal of bored material outside the site. Including Chipping carefully cut off portion of piles as required without any damage to the piles and dressing the top and removing all the debris away from the site with out any extra cost as directed including the cost of all tools, plants, conveyance, all labour, lead and lift required etc .,Conducting standard penetration test to identify the refusal strata for atleast 1 pile in group and atleast 25% of piles, comparing with refusal strata as indentified in soil report and providing socketting into refusal strata by 1.00mt or into hard rock by 100% dia of the pile. (Length of pile for payment shall be measured up to bottom of pile cap). 10 Boring or chiselling through any obstacles, boulders, weathered rock, etc. Upto founding level of piles for seating resting or socketting of files. The rate quoted shall include demobilising the site with all plants, equipment, piling rigs, necessary personnel brought for piling work, including removal and transportation of debrise away as directed, cleaning and reinstating site to original condition as acceptable by the Architect on completion of piling work. 11 450 mm Dia 12 Carrying out initial working pile load test on specified dia piles as specified in IS:291 1 (Part 4). Includes all plant, equipment, machinery. Instruments, measuring devices, platforms and kentledge pile caps etc., dismantling and carting away entire setup, excavation and dewatering etc., all complete 13 Earth work excavation for all foundations in all type of soils and sub soils to the required depth for Footings, plinth / grade beams, etc,. by mechinaries including manual excavation for the following type of soil / rock as per detailed specification. As per SS 20B as hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary and including refilling 0 to 2.0m depth consolidation depositing the surplus earth in places shown clearing and leveling the site with an initial lead of 10 metre and lifts as specified hereunder etc., complete in all respects complying with relevant standard specification and as directed by the departmental officers. 14 Supplying and filling of Gravel / Good Earth by lorry in Foundation basement filling and site filling with approved materials excavation from approved quarries and compacted to meet requirement of table 300-1, 300-2 of MORTH, in layers not exceeding 300 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density ,including all lead,lift, loading, unloading, all labour, hire charges of all machineries, Transportation, etc., complete in accordance with MORTH technical specification clause No. 305 and with all other incidental charges and as per the direction of the Engineer-In-Charge. 15 Providing Pre construction Anti termite treatment for the building including all chemicals as per standard specifications. Labour charges for preparing the areas for treatment spraying chemicals and other incidential charges etc., complete. The rate shall be inclusive ofgiving anti-termite treatment to the building for the following four stages including breaking the termite mounds making holes with crow bars at an intervel of 12to a depth of 8 in the periphery of building and pouring chemicals etc., complete as per ISI 6313-1981 and. The antitermite chemicals used should have 0.5% concentration with 3L solution for the entire operation etc. as directed by the Engineer incharge and including cost of chemicals labour transportion etc., 16 Stage:1 Spraying Anti-termite treatement chemicals solution for the foundation before laying the foundation concrete bottom and sides of the foundation. 17 Stage:2 Spraying anti-termite chemicals solution to the grade beams level spraying has to be done for the grade beams brick masonry in the superstructure in contact with back fill earth. 18 Stage:3 Spraying anti-termite chemicals solution on sand for the flooring before laying the flooring concrete. The treatment has to be carried out on the sand filling the basement after leveling operation is over. 19 Stage:4 Spraying anti-termite chemicals solution around the building outside of the building by making crow bar holes at an intervel of 12 to a depth of 8 around the building before laying the plinth projection.This holes has to be be closed after the treatment. 20 Supplying and Filling withM-sand in floor and others sub structures for 150mm thick and well watered, rammed and consolidated by power compacter. The rate includes the cost of river sand, compacting with mechanical compactors, labour charges for leveling, loading & Unloading and Transportation charges etc., complete and as per the standard specification. 21 Construction of Wet Mix Macadam 150mm compacted thickness in two layers by providing , laying , Paving , and compactingofaggregate gradation satisfying to Table 400-13 of MORTH and satisfying the physical paraeteres as per MORTH Table 400-12, mixing in a Wet Mix Plant of 200 tonne capacity at OMC , carriage of mied material to work site and laid in sensorpavers to the required line and grade as per the drawing and compacted with vibratory roller of 8-10 tonne to achieve the desired density of 98% of Maximum dry density and as per the direction of the Engineer-In-Charge of work. 22 Providing and laying plain cement concrete 1 : 4 : 8 ratio of(1 cement , 4 sand and8 graded stone aggregate 40mm nominal size) in foundation and basement for 100mm thick including dewatering wherever necessary and consolidation etc. The rate includes the cost of materials, labour charges, lifting charges, loading & Unloading and Transportation etc., complete and as per the standard specification. 23 Supplying and erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including C & U clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc., the rate including cost of all materials, labour charges, wastages, placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 24 For column footing plinth beam , pile cap staircase steps, piers raft beam raft slab etc., 25 For Plain surfaces such as RCC slab, Beam, Bed Block, waist slab, landing slab, lintel etc., 26 For square or rectangular column, boxing, sunshade etc., 27 Providing and Laying M 30 Standardised concrete Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Footings, Grade beam, retainning wall drain wall & raft , Plinth beams, Column, Grade slab, Roof slab & beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. in-charge The rate including cost of all designing the mix, batching plant, mechanical mixing, transporting and placing at all levels, leads, lifts, tools & plants, fuels, all materials, labour charges, wastages , laying, pumping the concrete to all levels, providing sleeves / openings in RCC slabs, compaction by vibrator, gunny bags for curing etc. as complete with all respects complying with relevant standard specification, as directed by theEngineer-in-charge 28 Basement 29 GF 30 FF 31 Terrace 32 Supplying, fabricating and fixing in position of steelFe 550 grade Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and providing Concrete cover blocks to maintain the cover as required. The rate including cost of all materials, bending, tying grills, placing, transportation, lead & lifts, tools & plants, fuels, all materials, labour charges, wastages , laying at all levels, fixing in position, cost of cover blocks and GI binding wires etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 33 Brick work in cement mortar 1:6(one cement and four sand) using fly ash bricks of size 230mmx110mmx70mm for foundation and super structure as per detailed specifications and as directed by the departmental officers 34 Ground Floor 35 First Floor 36 Terrace 37 Brick partition walls of 11.50cm thickness using best quality Fly ashbricks of size 9 x 4-3/8 x 2-3/4(230x115x76) in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) 38 Plastering 10 mm thick for ceiling including slabs, beams and column drops and staircase waist slab, sunshade, drops, chajjas etc.. with cement Mortar 1:3 (1 of Cement : 3 ofP sand) according to the specification. The Rate including Cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 39 Plastering of 12 mm thick for Internal walls with cement mortar 1:4 (1 of cement : 4 of fine P.sand)according to specifications. Rate shall include for providing GI mesh of nominal thickness at the junctions of masonry and concrete works to a width of 100 to 125mm including tying in position with suitable clamps/screws. Rate including all materials, labour charges, wastages with necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 40 Plastering 12 mm thick for external surfaces with cement mortar 1:4 ratio (1 of cement : 4 of fine P.sand) including water proofing compound of “CICO No.1 or equivalent“ as per Manufacturers Specification with sponge finish (washed sand finish) all complete as per specification and as directed.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds, grooves to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by theEngineer-in-charge. 41 Supply and painting oftwo coats of Plastic emulsion paint of approved shade and colour over one coat of DCP Primer including one coat of Acrylic Wall Putty with DCP Primer.Rate including all brush, roller, ladder, scrapping, washing, materials, labour charges, wastages , cleaning, necessary lead and lifts, scaffolding, stagging, working at all levels, elevations,transportaion charges, loading, unloading, curing, sanding, touchup putty, surface thoroughly cleaned and wetted before painting as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge.(Internal surface) 42 Supplying and painting of2 coats of weather proof exterior emulsion with high sheen, anti algal properties over one coat wall exterior primer of approved quality and shade etc., complete.Rate including all brush, ladder, scrapping, washing, materials, labour charges, wastages , cleaning, necessary lead and lifts, scaffolding, stagging, working at all levels, elevations,transportaion charges, loading, unloading, curing, sanding, touchup putty, surface thoroughly cleaned and wetted before painting as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 43 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete (M-0652) 44 Supplying and filling the sunken slabarea byBRICK-BATCOBA by adding CICO NO:1 or approved equivalent admixture including applying two coats not less than 2 mm thick of TAPECRETE- AcrylicPolymer Based Waterproof Coating, over the final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with water proofing compound like CICO No.1 at the rate specified in the manufacturers specification after entire completion of laying pipes, sanitary fittings etc.Rate including all materials, labour charges, wastages with necessary lead and lifts, working at all levels, protecting the laid pipes and sanitary fittings, finishing the surface smooth to receive the top coat of water proofing application etc. as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge. 45 i) Includingapplying two coats not less than 2 mm thick of TAPECRETE- AcrylicPolymer Based Waterproof Coating, over the plastered surface as including final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with approved water proofing compound like CICO No.1 or approved equivalent conforming to IS 2645 at the rate specified by the manufacturer over coated surfacepreparation of surface, finishing, curing etc. all complete at all levels as per manufacturers specifications and as directed. 46 Supplying and laying of Ceramic tiles of size 305 x 305 x 6mm for flooring approved make and quality with plain/colourwith base mortor in CM 1:3, 10mm thick and pointing with white cement by adding suitable colour pigments including finishing, jointing and polishing with neat finish etc., complete. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 47 Supplying and fixing Dadooing the wall with ceramic tiles of approved quality, colour and design joint free of size 600x300x10mm thick of approved make, in all floors over a base layer of cement mortar 1:2 (one cement: Two sand) 10mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 48 Providing and laying factory-manufactured linoleum flooring in the form of Rolls in the size of 12192mm of length and 1981mm of wide with 2mm thickness which laying above in the vertified tiles using the adhesive the flooring shall be laid over a smooth, level subfloor using manufacturer-recommended adhesives, complete in all respectsRoll flooring shall be laid with butt joints; edges shall be cold-welded or heat-welded for seamless joints.Apply a coat of linoleum polish or sealant after laying (if uncoated variant is used). Proper rolling to remove air pockets and ensure bonding the rate is inclusive of all necessary material, labour, transportation etc asper standards. 49 Finshing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in cement Mortar 1:3 (one cement and threee sand ) 12mm thick mixed with water proofing compound conforming ti ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed withred oxide and water proofing compound including curing et,. complete complying with standard specification and as directed by the departmental officers 50 Providing Polymer Coating (Water Proof Coating) for sunken portion of toilet with following specification and the surface shall be cleaned to remove all dust, foregin, matters lose materials or any other deposits of contamination by rubbing with wire brush. Slurry: Dry blend and polymer liquid blend shall be mixed into the desired ratio as per recommendation of the supplier. The mix shall be stirred thoroughly until no bubbles remain in the mix. Any lumps found in mix shall be removed. Apply first coat of polymer modified cementitious slurry by brush on wet cleaned surface. After drying, second coat shall be applied on the first coat as directed by the departmental officers etc. The rate inclusive of cost of materials and labour, etc., complete. 51 Supply and laying with best quality the following materials of Machine Polished granite slab not less than 18 mm thick (Jet Balck) including cutting for wash basin and edge polishing to be set in CM 1:4 (1 of cement : 4 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts working at all levels, transportaion charges, loading & unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge 52 Supplying and fixing plywood partition with Teakwood frames of75x50mm size and with 3mm thick commercial plywood fixedwith screws and nails including fixing in position with 4Nos of iron hold fasts 50x6x230mm size etc.,complete.(ISI STD) 53 Supply & fixing of Tamilnadu Logo & Symbols as per design & Elevation. 54 Flooring with Joint free double charged vitrified tiles of approved quality, colour and design joint free of size 600 x 600 x 8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (one cement three sand) 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officers. Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge. 55 Supplying and fixing UPVC windows of casement type Open from the profile the size of outer frame 60mm x58mm and shutter profileare reinforcement withGI/1mm125GSM and 100% Corrosion free,the profiles are multi Chambered sections with wall thick of 2mm. TheEPDM rubber covered with over all the edges of frame and shutter the shutter .will be provided with Espag multi power point locks and also it operates with Handle. The Corners and joint should bewelded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thk should be provided to the shutter and it should not allow leakege of water even at most ranging storms and should have key lockable action, security protective hinges , strong locking system and as per size for arresting noise and energyloss. The connecting mechanism between sash and windowshould be fixed to the wall with 100% packing with screws and silicon Packing all roundthe frames. The window should be got approved from the Executive Engineer before use on work. 56 Providing of 35mm thick factory made pre-laminated ABS(Acrolynitrile Butadiene Styrene) Door Shutter moulded indifferent designs, consisting of all round frame made out of water proof solid foam PVC bar of size 20 x32mm, reinforcedby 32 x 32mm - 2 Nos., for vertical made out of LVL(Laminated Veneer Lumber), core material of 32mm thickhigh density craft paper honey comb board, sandwiched onboth sides with pre-laminated ABS sheet thickness of 1.5mm.PVC edge banding of size 0.45mm on the vertical sides.Hardware made out of steel coated butterfly hinges - 3 Nos.,for each shutter and ISI make SS round lock complete forfinished item of work, complete complying with the standardspecification. The door shutter and frame should be gotapproved from the Executive Engineer before use on work. 57 FRP Door Sutter with FRP Door Frames along with vision panel (as per drawing) made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and Solid Core FRP Shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by Engineers. 58 Supplying and fixing UPVC Louvered Ventilators of from the profile the size of outer frame 60mm x58mm and shutter profile size of 60mm x 78mm both profile are reinforcement withGI/1mm125GSM and 100% Corrosion free,the profiles are multi Chambered sections with wall thick of 2mm.The EPDM rubber covered with over all the edges of frame and shutter . The Corners and joint should bewelded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thk should be providedin the Louvers.The window should be fixed tothe wall with 100% packing with screws and silicon packing all round the frames.The Ventilator should be got approved from the Executive Engineer before useon work. 59 FALSE CEILING WITH GYPSUM PLAIN TILES (600x600)Providing and fixing true horizontal level false ceiling using SAINT - GOBAIN GYPROC or Equivalent make with 24 mm Grid system using hot dipped galvanised Steel Section, exposed surface chemically cleaned caping prefinished in backed polyestar paint wall angle of size 24mmX24mm used in the periphery of the ceiling fixed to the wall partition R.C. Column bandwalls with the help of screws at 600mmc/c. Main runner of size 32X24mm suspended at 1200mm c/c max by using securely fixed to the structural soffit of R.C.C. slab by using 6mm Nylon Rawl plug at every 1200mm(Max) and 1200mm long Cross Tee of size 24X24mm to interlocked between Mainrunner at 600mm c/c (max) to form a grid of 1200mmX600mm. 600mm long Cross Tee of size 24X24mm is inserted to form a grid of 600mmX600mm and finally tiles laying with 12mm Gypsum plain Tiles as per stansdards 60 Providing & fixing of Brick Cladding in elevation as per drawing. The rate is inclusive of all necessary material , labour, transportation etc complete as per standards. 61 Supplying and Fixing of aluminium Dye Cast Letters of approved size and colour treatment processis achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes aluminium Dye Cast Letters 6 Size. Tamil Stainless Steel Letters 25CM 62 Supplying and fixing M.S.Grill gate of required size in two shutters with necessary iron members, gun metal cups and wheels 75mm dia. with fittings locking arrangements,etc., complete,including painting a priming coat of approved primer,etc., complete (The design of gate furnished is subject to alteration during execution.) 63 Supplying and Painting the wall with Texture Finish Paint including thorough scraping, clean removal of dirt, Primer. The rate includes cost of materials, brushes, sand paper, rollers, plaster of parries, putty wherever required and neat finishing etc., complete complying with standard specification and as directed by the Departmental Officer (the colour and quality should be got approved by the Executive Engineer before use) 64 GYPBOARD DOUBLE SKIN PARTITIONProviding and fixing of Gypsum Dry wall Double skin partition of 75 mm thick using SAINT - GOBAIN GYPROC or Equivalent make and the partition shall be of one layers of tapered edge 12.5mm thk Gyp board screw fixed with dry wall screw of 25mm at 300mm c/c to either side of 48mm studs. GI steel sections to be placed at 610 mm c/c in 50mm floor and ceiling channel 0.55mm thick having equal flanges of 32mm made of GI steel with joints staggered to avoid leakage through joints. Finally square and tapered edges of the boards are to be finished so as to have a flush look which includes filling and finishing with jointing compound, joint paper and 2 coats of Drywall top Coat suitable for Gypsum upto primer level.As per India Gypsum Specs.Note: Angle Bead to be used at external angles to get straight line finish & protection from normal impacts. 65 Providing and laying water proofing treatment to vertical and surfaces for sunken portion of depressed portions of W.C., and the like consisting of :i) 1st course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) 2nd course of 20mm cement plaster 1:2 (1 Cement : 2 Coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) 3rd course of applying blown or residual bitumen applied hot at 1.7Kg per sqm of area. iv) 4th course of 400 micron thick PVC Sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm) 66 PLUMBING WORKS 67 Supply,erection and testing & commisioning of 3HP Submersible pumpset in the capacity of 6000 LPH @ 300Ft, max. total head of 350 Ft pumps fitted with bronze impellers and having delivery size of 40mm - 430V along with 3mts cable and manufactures standard control panel which is mandatory and as directed by the officer incharge.( Sump to OHT transfer pump) 68 Labour charges for the erection of submersible pumpset in borewell/openwell including fixingand jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. 69 Drilling of 6 dia vertical borewell so as to have a finished size of 6 dia borewell in boulder area to any required depth as decided by theincluding Transportation from one place to anothr place with in Tamilnadu State by direct or reverse rotary mud circulation method using Contractors rig tools, fuel, labourers, bentonite mud and water required for drilling at the site shown by the TWAD Officers including construction of mud pit etc. using only calyx rigs. 70 300mm 71 Charges for developing the borewell with air compressor of 300 CFM capacity (Minimum 8 Hours) including transportation labour and fuel charges for compressor as directed by TWAD Board Officers and conducting yield test by V notch method. 72 Supply and laying following dia PVC casing pipe with excise duty as per IS 12818 / 1992 73 200mm dia CS ( plain pipe) 74 150mm dia CS ( plain pipe) 75 Labour charges for inserting PVC casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the Executive Engineer of Departmental officers. 76 200mm dia CS ( plain pipe) 77 150mm dia CS ( plain pipe) 78 Supply and fixing in position whiteEuropean Water Closet of approved make with low level concealed flushing tank 10 litre capacity of best quality and approved make with 100mm P or S trap with double flapped rigid PVC seat cover with CP brass hinges etc. complete complying with standard specification and as directedby the Departmental officers (The EWC should be got approved by the Executive Engineer before use on works.URINAL WITH FIXING ACCESSORIES SET, SIZE - URS-WHT- 13253N 79 Supplying and fixing Wash Hand Basin of size 550 x 400mm with all accessories such as cast Iron Brackets, 32 mm Dia C.P. Waste coupling, Rubber plug and Chain, 32 mm dia B Class G.I. Waste pipe, 15 mm Dia G.M Wheel valve; 15 mm Dia Nylon connection, 15 mm Dia Brass, wast couplingNipples, 15 mm C.P. Pillar tap etc.,including fixing the wash hand basin in the wall in position with a pair of C.I. brackets with teak wood plugs and screws and giving necessary water supply connection and as directed by the Department officers.(TheWash basin should be got approved by the Executive Engineer before use on works. 80 Supplying and fixing of CP Two Way Bib Cock with Health Faucet ,wall hook & one metre longflexibletubeincludingcuttingandmakinggoodthe wallswherever requiredetc complete.complyingwithstandardspecificationandas directedbytheDepartmentofficers.Thequalityandmakeofhealth faucet should be got approvedby Concern department Engineer before use on work. 81 Supplying and fixing the best quality approved make of SS heavy duty long body Tap including cutting and making good walls wherever required etc.complete,complying with standerd specification and as directed by the department officers. The quality and make of angular stop cock should be got approved by concern department engineer before use on work. 82 Supplying and fixing in position Mirror of size 600x450mm of approved quality and brand with necessary plastic back PVC frame with bottom stand using brass screws rawl plugs for fixing etc complete complying with standard specification and as directed by the Departmental officers.The colour of frame and quality of mirror should be got approved by the Executive Engineer before use on work 83 Supplying,installing,testing and commissioning of approved make CONCEALED STOP COCK for toilet including neccesary accessories etc,complete,works include making require size curout in wall,and fixing the control box property,redoing the same etc,complete the quality and make of concealed stop cock should be got approved by concern department Engineer before use on work. 84 Supplying and fixing CP angle cock with wall flange including cutting and making good the walls wherever required etc., complete complyingwithstandardspecificationandas directedbythe Engineer Incharge before use on work. 85 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg ,10 kg /sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). 86 160mm Dia 6kg 87 110mm Dia 6kg 88 75mm Dia 6kg 89 50mm dia 6kg 90 Supplying andfixingPVC cowl of following size to vertical Soil/Waste pipes above terrace level. The rate including cost of all materials, labour charges and transportation etc. completed as directed by Engineer-in-Charge. 91 110mm dia 92 Supplying & fixing in position PVC Nahini / Floor trap of size 100x75mm including stainless steel gratings of approved brand & quality, fixed over a bed of brick jelly limeconcrete 1:2:5 ( One part of lime, two parts of sand & five parts of 40 mm size brick jelly ) & finished with cement mortar 1:3 ( One cement & three sand ) includingdismantling masonry works wherever found necessary & making good the damaged portions to the original condition & giving connections to the cast iron pipes etc., complete, complying with standard specification. (The PVC Nahini / Floor trap should be got approved by the Executive Engineer before use on works ). 93 Constructing solid block masonry manhole various size of deep in cement mortar 1:3( 1 Cement: 4 coarse sand ) R.C.C. Raft & top slab with cement concrete 1:2:4, plain cement concrete 1:4:8 mixfor base course (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size )above that 150 mm thick RCC M25 raft slab inculding reinforcement 10mm dia 150mm c/c bothways. Plastering inside walls with 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand ) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ), finished with a floatingcoat of neat cement ,supplying and fixing SFRC manhole cover with farame , PVC foot rest as per detailed drawing etc the quoted rate shall also necessary excavation and back filling etc complete.complete as per standard design : (the chamber and cover should be got approved by the Executive Engineer before use on works) 94 Manhole 600 x 600 mm internal size ( Depth up to 1000mm) 95 Supplying, laying and jointing CPVC pipes SDR 11(having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing CPVC specials using CPVC adhesivesand fixing into wall with teak wood plugs, CPVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications.The CPVC pipes shall be got approved by Executive Engineer before use on works.Internal & Vertical 96 a) 20 mm dia 97 b) 25 mm dia 98 c) 32 mm dia 99 Supplying and fixing manhole cover with frame as per approved make ,cover weight and being size mentioned below and specified size in the drawing etc., including painting with two coats of anticorrosive paint over a coat of primer etc., fixing locking arrangements, fixing Man-hole over, grouting the anchors with CC 1:2:4 (one cement,two fine aggregate and four coarse aggregate), as complete in all respects complying with relevant standard specifications and as directed by theClient / Engineer-in-charge.Size:600x600mm 100 Supply & fixing of Bottle trap as per standards. BOTTLE TRAP (WITH INTERNAL PARTITION) 32 - ALD-CHR- 769L300X190 101 LANDSCAPING WORKS 102 Planting of Ixora hybrid foliage shrub variety of height 30-45 cm in polythene bag of size 6x8 inchincluding loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 103 Planting of Ficus black ornamentalfoliage shrub varietyof height 30-45 cm in polythene bag of size 6x8 inch including loading and unloading charges, transportation,stacking of saplings at site, earth work excavation ofrequired size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 104 Planting of Jasmine Plant foliage shrub varietyof height 30-45 cm in polythene bag of size 6x8 inch including loading and unloading charges, transportation,stacking of saplings at site, earth work excavation ofrequired size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 105 Planting of Travellers palm ornamental foliage Specimen plantvarietyof height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation,stacking of saplings at site, earth work excavation ofrequired size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. 106 FURNITURE WORKS 107 Linear type Workstation (1000mm(W) X 600mm(D) X 750+300mm(H)) as per below specificationTable Top: - Made of 25mm Thick E1 Grade Pre-Laminated Particle Board with 2mm PVC Edge Banding.Main Screen : -8mm Sandwitch Glass finishes of Sizes 1050x300mm htUnderstructure: - MS Square Leg cross-section of size 50 x 50mm is Made of Mild Steel 1.6mm thick CRCA Powder coated.MS Powder Coated horizontal Beams supported below the table top of Size 50*25mm. Rectangular Tube made of 1.6mm thick CRCA Powder coated.Raceways : -Vertical Raceways - 120 MM HT MS Powder Raceways Considered below the Table top With Intermediated legs considered for Wire Provision.Without Middle Cover.Wire Manager: - Wire Manager Hole considered. 108 Storage (Open Shelf) 1200mm 300mm 2100mmIs made 25mm top & all other panel 17 mm thick in prelam particle board finished in Laminate of approved shape, equal shutter 2mm thick edge banding finished. This also includes providing and fixing of hardware like locks, handles, spring loaded hinges etc 109 Supply of Chairs 110 ASPIRE MB (BLACK)* Black Backrest frame, Polished aluminum connected* Mesh back, Seat and headrest fabric* Height adjustable lumbar support with PU surface* Tiltable backrest (can be tiltable when locked inupright position)* 4D adjustable armrest with PU pads* Mould foam with plastic seat upholstery* Mechanism, with seat slide.* Chrome gaslift* Polished aluminum base with plastic cover,* 60mm nylon castors 111 * Versa Medium Back Mesh Chair* AN -70 Mesh* Single Lock Synchro Mechanism* Adjustable Lumbar Support* One Way Adjustable Armrests ( Height)* Nylon Base* Fabric Upholstered Cushion Seat 112 Meeting Room TableTable Top: -Made of 25mm Thick E1 Grade Pre-Laminated Particle Board with PVC Edge Banding,Understructure: - MS Leg 50mm 50mm is Made of Mild Steel 1.6mm thick CRCA Powder coated.MS Powder Coated horizontal Beams supported below the table top of Size 50*25mm.Raceways : Horizontal RacewaysMS Powder Raceways Considered below the Table top With Intermediated legs considered for Wire Provision.Wire Manager:- Flip Cover Considered. 113 Meeting Room Table (2400mm 800mm 750mm) 114 Cabin Main Table with Side Storage (Main Table 1500mm 750mm 750mm / Side Storage 1200mm 450mm 750mm)Side Storage 1200mm 450mm 750mmTable Top: Main and Side Table Made of 25mm Thick E1 Grade Single Top PLPB with 2mm PVC Edge Banding,Understructure: MS Square 50mm Steel 1.6mm thick CRCA Powder coated.MS Powder Coated horizontal Beams supported below the table top of Size 50mm x 25mm.Flip Cover : Flip Cover 400*143mm Made of AluminiumWire Manager: Wire Box with Socket Plate and Vertebra considered for wiringModesty : Front & Side PLPB Modesty Panel . 115 Librarian TableMain Table 1100mm 440mm 750mm 116 3 Seater Sofa with Table 117 INTERACTS-902 (Leatherette)3 SeaterSize : 1810 (W) x 720 (D) X 740 (H)Made off : the sofa is made of fine quality leatherrite (3s = 8.0 mtr,2s = 6.8 mtr, 1s= 5.3 mtr), the structure is made from silver wood& pine wood, 32 & 40 density foam is used which is covered withroll poly filling for giving comfort and extra softness to sofa. Extra(kangaro company)Legs : are made of stainless steel.Color : Black 118 ELECTRICAL 119 TNEB METER BOX 120 Supply andfixng of TNEB meter board suitable for 3phase100A service connection made up of suitable angle iron frame work of size 2feet x 1-1/2 feet using angle iron of size1-1/2x1-1/2x1/4rigidly fixed on wall covered with hylem sheet of size 2 feet x 1-1/2 feet of 12mm thickness with necessary bolts and nuts supports and supply and fixing of 3Nos.100A fuse units (500V), 1No .neutral link,copper earth flat of size1x1/4with inter connection of EB meter to fuse units by 16 Sq.mm PVC insulated copper wire with earth connection complete. 121 M.S. Enclosure (IP65): Supply, Erection , Testing and commissioning of the followingtype M.S. powder coated enclosure for housing the Meteringing service, whch should be made outof16SWG enclosure with provision for cable entry, with Outdoorapplication IP65 as specified Protection, fixed on the wall/Floor withall accessories, pedestal frame with concrete grouting or suitable to fix at concrete plinth etc. 122 MAIN Panels 123 MAIN Panels:Supply, Installation, testing and commissioning of 3Phase, 415Volts, Main LT Panel board of Indoor, Cubicle floor mounting type made out of14 SWG CRCA sheet steel with powder coated finishing, MS base frame, double internal earthing arrangements, 100Amps, rating TPN Copper busbars and Earth bar with interconnection busbar, etc., comprising of the followings:EB Incomer :1 No. 100Amps, 25kA, 4Pole, Thermal magnetic MCCB with Ext.RHOMDG Incomer: 1 No. 100Amps, 25kA, 4Pole, Thermal magnetic MCCB with Ext.RHOMCommon C/O Incomer: 1 No. 100Amps, 4Pole Automatic Changeover Switch with EB ON and DG ON LED Indication lampsMetering : 2 Set of RYB LED Indication lamps2 Nos. of Multifunction Meter with RS 4852 Set of Current Tranformers (200/5A, Cl-1), 1 No. 200/5A CT for APFCR2 Set of Control MCB and Electrical Interlocking between EB & DG Incomers Outgoings: 3 Nos. 63A, 25kA, TP+N, TM MCCB with Ext. RHOM (APFCR &AC)4Nos. 32A, 25kA, TP+N, TM MCCB with Ext. RHOM (Lighting & Spare),6Nos 32A DB MCB inclding all labour Charges And Transports Charges. 124 APFC PANEL: Supply, installation, testing and commissioning of 25 KVAR Automatic power factor correction panel ( APFC ) with 8 steps of capacitor switching cubicle type, free standing, Powder coated, 14 SWG CRCA sheet steel,enclosed separate compartment for each capacitor, front operated, indoor type dust and vermin proof, hinged, lockable doors, electrolytic grade aluminium bus bars, with SMC /DMC insulator supports, Digital volt meter, Ammeter with selector switch, 8 stage Digital Automatic power factor correction,( APFC ), Auto / Manual selector switch, cluster LED typeindicators, in the incomer,complete with electrolytic grade aluminium bus bars, MPP type Power capacitors, with 5 KVAR x 3 no. 3 KVAR x 2 nos. 2 KVAR x 1 nos. 1 KVAR x 2no. Contactors, MCCB’s, start, stop, push buttons, internal wiring, colour coding, ferrules, cable gland plates, Aluminium earth bus for the entire length of the panel with bonding to earth and painting,Panel mounting MS Channels, fasteners, etc., including all associated control wiring and interlocking circuitry, Main panel sensing CT interconnecting wiring etc., all inclusive. 125 Supply, Installation, testing and commissioning of 1 x 58.5KVA, Silent type Diesel Generator Set with AMF Panel complete with suitable size Acoustic enclosure CPCB IV and BIS. Diesel Engine suitable for Generator application, developing 1500RPM with an overloading capacity of 10% for one hour in any 12 continuous hours operation generally confirms to BS:5514, directly coupled to 58.5KVA at 0.8 Power factor, 415V, 3Phase , 4wires, 50cycles per second self excited, self regulated, with brushless excitation, Alternator generally confirms to BS:5000/IS:4722. DG set shall be complete with radiator, residential type silencer, electronic governor, cable termination box, MS mounting frame, fuel piping, diesel day tank, 24VDC Battery, Battery mounting frame, oil level indicator with gauge board, andall other accessories as per standard specifications.Diesel Generator set shall be mounted on cushy foot or similar type of vibration Isolators. The cost of Exhaust pipe shall be included in this item with Sutable concrete Base at M30 Grade. The DG Set shall be suitable for auto-mains failure startand auto / manualoperations.The DG Should be supplied with Auto-Start-Stop Control panel with suitable rating switchgear 126 DISTRIBUTION BOARDS 127 Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1no. 32A DP MCBswitch as incoming and 10 nos. 6A to 32A SP MCB as outgoing in flush with wallwith earth connection only.Higher End 128 Supply and fixing of 4 way Horizontal Triple pole and neutral MCB sheet steel enclosure distribution boardwith double door (metal) with 1 no. 32A 4P MCB switch as incoming and 12 nos. 6A to 32A SP MCB asoutgoing in flush with wall with earth connection only. Higher End 129 Supply and fixing of 7 segment 4 way TPN MCB sheet steel distribution board (Higher end) with metal / acrylic door cover flush type /surface type fitted with busbars and neutral links with single / three phase MCB outgoings and seperate 4 way provision for accomodating one no. 4 pole incoming MCB / Isolator and another seperate 4 way provision for accomodating one no. 4 pole ELCB / RCD (totally 8 ways in one segment) (3x 4 ways in each segment) and seperate provision for MCB / Isolators ( totally 12 nos.) for sub incomers in 3 segments with lable holder and provison for taking up cable for size not less than 35 sq.mm.with the following in flush with wall with earth connection only. i. 63A 4P MCB - 1 no.ii. 63A 4P 30MA RCCB/ELCB - 1 no.iii. 63A DP MCB Isolator -3 nos.iv. 6A to 32A SP MCB - 12 nos., 130 Supply and Laying of 3 1/2x 70 sq.mm. PVC armoured LTUG cablein suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 131 Supply and fixing of brass cable gland for 3-1/2 x 70 sq.mm. PVC armoured LTUG cable with earth connection. 132 Supply and providing cable end termination of 3-1/2 x 70 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete. 133 Run of Mains 134 Supply and Run of 4 of 10 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 10 sq.mm copper wire and making good of the concealed position. 135 Supply and Run of 2 of 4 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection by 4 sq.mm. PVC insulated SC unsheathed FRLS copper wire and making good of the concealed portion. 136 Supply and Run of 2 of 10 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 10 sq.mm copper wire and making good of the concealed position. 137 Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire and making good of the concealed portion. 138 Point Wiring 139 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) Higher End Primary Point. 140 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator)Higher EndSecondary Point. 141 Switch & Sockets 142 Supply and fixing of 1 no.6A two module 5 pin socket , 1 no.6A one module switch with module cover plate (plastic) onsuitable module concealedBox (GI ) in flush with wall with connections. Higher End 143 Supply and fixing of 2nos.6A two module 5 pin socket , 2 nos.6A one module switch with module cover plate (plastic) onsuitable module concealedBox (GI ) in flush with wall with connections. Higher End 144 Supply and fixing of 1 no.6/16A two modulesocket , 1 no.16A one module switch with module cover plate (plastic) on Suitable module concealedBox (GI ) in flush with wall with connections. Higher End 145 Supply and fixing of 20A Flush type Wall Socket 32A DP MCB complete set for AC Plug in flush with wall with earth connection (For AC Plug) 146 Air Condition 147 Supply & Instalation of Air-Conditioner with Copper Coil 2.0 TR Split Type AC Unit - 5 Star Rated, 5 KVA capacity Automatic Voltage Stabilizer with time delay relay, 5/8” and 3/8” copper pipe (Extra beyond 3 metres supplied with AC unit), Inculding MS stand for fixing outdoor unit. 148 Supply and fixing of Copper Refrigerant Piping of 3/8 dia and 5/8with Pipeline nitrle rubber insulation with 50mm PVC water drain pipe line with Non Adhesive Cotton Roll insulation and 3 core Power cable from indoor to Outdoor unit. 149 Supply and fixing of 450mm (18) Wall mounting 5 star rated complete (Higher end) with necessary accessories and hardwares as required. 150 Supply and fixing of 300mm (12) sweep(Heavy Duty) AC exhaust fan complete with necessary wall opening and making good of the wall . 151 Supply and fixing of louvers shutters arrangements for 300mm (12) sweep AC exhaust fan 152 Supply and fixing of 24W LED 2x2 square type Recessedfitting with LED (Higher end) on false Ceiling with suitable hanging support from ceilingwith PVC unsheathed copper leads from terminals to the fitting 153 Supply and fixing of 18W LEDRound type Recessedfitting with LED (Higher end) on false Ceiling from ceilingwith PVC unsheathed copper leads from terminals to the fitting. 154 Supply, installation, testing and commissioning of36 W, 900mm diaCircular LED pendantlight fitting, made out of CRCA powder coated body, aluminium reflectors,poly methyl meth acrylate (PMMA) diffuser, glare free light, suitable for recessed mounting including electronic drivers, day light colour LED lamps, inter connecting wiring including accessories all inclusive. KL 3232 155 Supply and fixing of28Watts GATE FIXTURE FITTINGwith cool day light suitable for wall / roof sheet mounting, made outCRCA powder coated body,IP65 aluminium reflectors,poly methyl meth acrylate (PMMA) diffuser, glare free light, including electronic drivers, day light colour LED lamps, inter connecting wiring with suitable fixing clams, hooks as required including accessories all inclusive.(Klite/Millenium/Bajaj Equivalent) 156 Supply and fixing of 8W Light fitting (IP67) Inground fixture with PVC unsheathed copper leads from terminals to the fitting and to complete necessary accessories and etc to complete the work. (Klite/Millenium/Bajaj Equivalent) 157 Supply and fixing of MIRROR Light 20W LED Batten 158 Supply and erection of Canon Digital Photocopier (Xerox) Machine IR-3300 / 3235Type of Product : Laser Multi functionalCore Functions: Print, Copy, Scan & SendFirst Copy Time:3.9 SecMultiple Copies :1 to 999 SheetsPrint Speed :45ppmThe laser beams engrave the image or text that you have sent to print on the surface of the drum. When using a copier this process is done using light, the light scans the page required for printing and converts it into an image 159 Supply and erection ofAll-in-one Desktop of HP 27-cb1456in Core i5 (8GB DDR4 /Windows 11 Home/27 Inch Screen/27-cb1456in) with 600VA UPS, Keyboard, Mouse,27 inches, 11th Gen Intel Core i5-1235U6 x 1.8 GHz (Turbo Speed upto 4.2 GHz) Cores Hexa Core, 12 Threads, 18 MB Cache, UHD Graphics 730 Graphics, 8 GB DDR4 RAM Smallest and 512 GB SSD.Ethernet (LAN), HDMI, Multi Card Reader,WiFi, Bluetooth v5.03 x USB 3.0, 1 x USB Type-C and Inbuilt Microphone 160 PRINTER: Supply, installation, testing and commissioning of HP Smart Tank 790 WiFi All-in-One Printer Duplexer with ADF and Magic Touch Panel Inkjet Colour printer, print speed 11-20 sheets with multiple features like print, scan, copy, fax, multi-port connectivity (Hi-speed USB 2.0, Wifi, Bluetooth LE , 1 USB Host, LAN) , 2.4/5G dual band Wi-Fi, Wi-Fi Direct, mobile printing capability, etc 161 Supply, installation, testing and commissioning of Long Range Wifi Device of following Specification: Networking Interface: (1) GbE RJ45 PortPower Method: PoE+, Pasive poE(48V) Max TX power: 2.4 GHzAntenna gain: 2.4 GHzMounting: Wall or Ceiling MountingWifi Satndards : 802.11a/b/gWireless security: WPA-PSK, WPA- Enterprises(WPA/WPA2/WPA3)VLAN: 802.1Q Concurrent Clients: 300+ 162 CCTV 163 Supply, Installation, Testing and commissioning of 16 channel 2 SATA NVR, with 6TB Hard Disk Drive 2 nos, New logical and visualized GUI design Dual-OS design to ensure high reliability of system running, ANR technology to enhance the storage reliability when the network is disconnected,Configurable normal or hot spare working mode to constitute an N+1 hot spare system Video Input and Transmission, Connectable to the third-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by upto 75%, Full channel recording at up to 12MP resolution HD Video Output  HDMI1 / VGA1 outputs provided  HDMI1 Video output at up to 4K ( 3840 × 2160 ) resolution Storage and Playback, Upto 16 SATA interfaces and 1 eSATA interface for HDD connection, Support upto 10TB capacity for each HDD, Smart search for efficient playback. and smart playback to improve the playback efficiency, Supports VCA search for fire/ship/temperature/temperature difference detection triggered video files, POS information overlay on live view and playback, POS triggered recording and alarm Network & Ethernet Access  Hik-Connect for easy network management, 2 Gigabit Ethernet network interfaces. (Make : Hikvision / Dahua / Sony. 164 Supply of 4MP, Internet Protocol fixed BULLET CAMERA/DOME CAMERA (INDOOR & OUTDOOR)with following specification:●1/2.5 Progressive Scan CMOS, ● 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behaviour analyses ( Line crossing detection, intrusion detection)● Face Detection ● 120dB WDR, ● BLC/3D DNR/ROI, IP67 complied●On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,● Shutter Speed 1/3 s to 1/100,000 s, ● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, ● rotate: 0° to 360°, 2.8 mm, ● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, ●Lens Mount M12 ● IR Range I5: up to 50 m, ● Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, ● Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W● Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse. with Camera Stand and camera fixed connecting box. (Make: Dahua/Panasonic) 165 Supply, Installation, Testing and Commissioning of 32 smart LED TV with following specifications a) Full HD 1920 x1080 (4K monitor) b) IPS panel c) Slim back light LED module d) 900 PMI e) Triple XD engine f) Dynamic scanning g) ANRh) True colour generatori) 8modes of picture j) picture wizardIII k) Real cinema 24P l) HDMI -3nos m) USB -3nos n) Built in LAN (Make: Sony/ LG /Samsung). 166 Supply and Clamping of CAT 6 unarmoured cable in suitable PVCPipe 1 thick on wall / ceiling with connected PVC accessories with clamps, saddles etc., complete. (Between ethernet switch to camera and radio modem)i. Application : Primary (Campus), Secondary (Riser), Tertiary(Horizontal)IEEE 802.3 : 10Base-T; 100Base-T; 1000Base-TIEEE 802.5 16 MB; ISDN; TPDDI; ATMii. Standards: ISO/IEC 11801 2nd ed.; IEC 61156-5 2nd EN 50173-1; EN 50288-6-1,EIA/TIA 568C.2, RoHS Compliant. ii)Fire Rating: PVC : IEC 60332-1.iii. Conductor - Bare Copper Wireiv. Insulation - Polyethylene v. Twisting - 2 Cores to the pair vi. Cable lay up - 4 Core to the pair It has diameter of (23 AWG) 0.550 ± 0.015.Insulation : Polyethylene.GI wire of size is 0.90 ± 0.030mm. 167 Supply and Fixing of Rack with Accessories -Higher end9U Rack with fan extra for the above rack. (Amp/NVR/POE) 168 Supply and Fixing of Rack with Accessories -Higher end4U Rack with fan extra for the above rack. (speaker/data/cctv) 169 Supply and fixing of POE 24 port switch10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. (Make: DLINK,NETGEAR/ TPLINK) 170 Supply and fixing of POE 8 port switch with two uplink port, 10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. (Make: DLINK,NETGEAR/ TPLINK) 171 Supply and fixing of outdoor4X6PVC box with 102mm x 77mm x 102mm with all fixing accessories. 172 Supply, Fixing and Termination of CAT 6 Cable RJ 45Jack Single Point ( Point to Point ) Crimping, Testing and arrangement charges. 173 Supply and Installation for 1KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2 Hours back up and battery stand . 174 Supply, Erection of 6mLengthpole with base plate of size 300x300x12mm as per IS-875 with following specification. Pole Outter dia -76.10mm x 3.65mm Thick x 6 meter with foundation Charges. 175 VOICE & DATA 176 Supply, Fixing and Termination ofRJ 11 Single Point ( Point to Point) Crimping, Testing and arrangement charges. 177 Supply & Installation of CAT 6 PVC Module Box I/o socket & face plate single socket Erection and arrangement chargers (Higher end) 178 Supply and fixingofLAN Network Switches Un-Managed 10/100/1000 - 24 Port and 24 Port Patch Panel- Unloaded erection and arrangement chargers. 179 Supply, runing, testing and commissioning of2 Pair Unarmoured 0.5mm Telephone cable in suitable Pvc Rigid pipe concealed on wall and ceiling with continuous earth wire connection with painting of suitable colour. 180 PA SYSTEM 181 Supply, Installation,Testing & commisioning of 15W Wall Speaker 2 way high efficiency, high fidelity, long throw IP65 weather proof P.A Music Horn speaker. It combines the high efficiency of horn with wide frequency response.Music horn is weather protected and UV protected ABS plastic housing combines with the feature of easy poertap selection on a terminal strip with a two core cable.It has impedence of 250/500/1k/2k ohm with frequency response of 120-16000 hertz. (Make:AhujaAMH402T/Bosch or its equivalent) 182 Supply, Installation,Testing & commisioning of 120 watts P.A Mixer Amplifier with the output power of 120 watts maximum 160watt rms at 10% Thyristor harmonic distortion(THD), 850watt RMS at 5% THD, 800 wattsRMS at 2% THD and the power supply AC voltage ranging from 220-240 volt, 50/60 hertz. with the DC input of 48 volt and 1000watts has tone controls of Bass=+- 10 db at 100 hz weighing 42kg with the speaker output of2Q,4Q.70volt&100volt has power consumption of 1600VA AC &12A DC and 100db output regulation at 1khz no load to full load ratio. The signal to noise ratio is 60db with the imnput channels of 0.8mv/4.7kq,3*Aux 100mv/50kq.The frequency response of 50-15000hz+-3db.(Make:Ahuja SSA 10000/Bosch) 183 Supply, runing, testing and commissioning of2Core x 1.5sq sqmm PVC insulated un Armoured Speaker Cable in suitable 20mm dia Pvc Rigid pipe concealed on wall and ceiling with continuous earth wire connection with painting of suitable colour. 184 Earthing 185 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 40mm withcopperearthplateofsize125mmx50mmx6mmwithnecessaryfunnellingarrangementswithnecessary masonry work and with 38mm RCC cover slab for the brick masonry 186 Supply and erection of 17.2mm, 3mtr long, Copper Bonded earth rod with backfill compound, including civil worksof base PCC for chamber andheavy duty Chambercover,, heavy duty chamber cover, etc., as per IS 3043 standards 187 Supply and run of 25mm x 3mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earth connection 188 Supply and Run of1 of No.8 SWG copper wire for earth connection 189 Supply and Run of1 of No.8 SWG copper wire in suitable PVC rigid pipeon wall / floor / ground for earth connection 190 Supply of 2mx1mRubberMatsuitablefor11KVinstallation confirming to IS(5 Nos) 191 Supply of First Aid Box complete with all First Aid Medicines 192 Supply and fixing of Shock Treatment chart with Glass frame 193 Supply and fixing of4 Nos. Fire Buckets made out of 40 x 40 x 6mm MS Angle 194 Supply and fixing of Fire Extinguishers Co2, 4.5Kg confirming to TAC norms 195 Supply and fixing of Metallic Danger Board as required by the Electrical Authorities 196 METAL SIGNAGE BOARDS: Supply and fixing of metal signages for the following:1. Mudhalvar Padaipagam text in Tamil of size 20 x 15with backlit LED placed over the base, fabricated using stainless steel sheet of minimum 16G thickness brush finish of required size and colour as required. 197 LOGO SIGNAGE BOARD 198 LOGO SIGNAGE BOARDS: Supply and fixing of acrylic signages for the following:1. Mudhalvar Padaipagam logo of size 2 x 22. CMDA logo of size 2 x 33. Directorate of Public Libraries logo of size 3 diawith backlit LED placed over the sun board base, SIDE EDGES(4): 5mm transparent white acrylic sheet with laser cut & 4inches manual raising all around with details. ACRYLIC SHEETS & ITS TECHNICAL PARAMETERS:Front: a. 5mm Imported (Mitsubishi/equivalent) acrylic cutting on laser cutting machine.b. Flexi bond make 25mm Sun board for the back of the logo.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Tamil Nadu View Result →
Punjab View Result →
34.
Petroleum and Natural Gas #9973760 AOC
Tender For Civil Structural Architectural Works For Ambient Air Heater Package At Indianoil Petronas Private Limited; 1 Boring, providing and installation 600 mm dia bored cast-in-situ reinforced cement (Sulphate Resisting Portlandcement as per IS 12330) concrete piles of grade M-30 Concrete (350 Kg SR Cement /Cum) of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of concrete, boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap,temporary approach arrangement for making pile, mud pit, removal slush after completing the pile work etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. 2 Pile Chipping up to 1m or Hard Concrete and Finishing for Pile Cap. Rate including removal of rebris within site premises as directed by Incharge. 3 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Safe capacity of Pile is 100 to 125 Tonne. Initial Pile Load test (Test Load 2.5 times the Safe capacity) 4 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Safe capacity of Pile is 100 to 125 Tonne. Routine Pile Load test (Test Load 1.5 times the Safe capacity) 5 Lateral load testing of single pile in accordance with IS : Code of practice IS: 2911 (Part IV) for determining safe allowable lateral load on pile : Upto 7.5 tonne capacity pile 6 Demolishingany cement concrete (RCC/PCC) manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. 7 DEMOLITION BRICKWORK Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within site premises up to 1000 metres lead as per direction of Engineer-in-charge. 8 Earth workexcavation in All kinds of soil by mechanical means (Hydraulic excavator)/ manual means over areas (any size, any depth) including getting out and disposal of excavated earth lead upto 1000 m within the site premises and for all lift, as directed by Engineer-in-charge. The rate shall also include filling back available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth, consolidating each deposited layer by ramming and watering including compacted up to 95% to its MDD carrying field density test to a certain compaction of soil complte in all respect as per scope of work, detailed construction drawing, as per technical specification as directed by the Engineer-in-charge. Excavation measurement restricted to PCC/Sand/GSB filling dimension. 9 GRANULAR SUB BASE (GSB) Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 53 mm to 0.075 mm) 10 FILLING WITH LOCAL EARTH Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth at any place. Rate including compacted up to 95% to its MDD carrying field density test to a certain compaction of soil complte in all respect as per scope of work, detailed construction drawing, as per technical specification as directed by the Engineer-in-charge, for all lift. 11 PCC 1:3:6 / M-10 (1 Cement : 3 coarse sand (zone-ll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 12 REINFORCEMENT CEMENT CONCRETE Providing and laying in position ready mixed or site batched design mix M-30 (with minimum cement content of 350 kg /cum) cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Sulphate Resisting Portlandcement IS 12330, 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, staging,scaffolding; but excluding the cost of centering, shuttering, special finishing and reinforcement as per direction of the engineer-in-charge. Note: A minimum of 350 kg of cement per cubic meter shall be used. No additional payment will be made if more than 350 kg is used to achieve M30 grade concrete; the contractor shall bear the extra cost. All works upto plinth level (Up to Air Heating Structure Floor Slab Top). 13 REINFORCEMENT CEMENT CONCRETE Providing and laying in position ready mixed or site batched design mix M-30 (with minimum cement content of 350 kg /cum) cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Sulphate Resisting Portlandcement IS 12330, 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, staging,scaffolding; but excluding the cost of centering, shuttering, special finishing and reinforcement as per direction of the engineer-in-charge. Note: A minimum of 350 kg of cement per cubic meter shall be used. No additional payment will be made if more than 350 kg is used to achieve M30 grade concrete; the contractor shall bear the extra cost.All works above plinth level. 14 Centering and shuttering including strutting, propping etc. and removal of formwork. Rate including staging and scaffolding at any height.Foundations, footings, Pile Cap, ases of columns, etc. 15 Centering and shuttering including strutting, propping etc. and removal of formwork. Rate including staging and scaffolding at any height.Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 16 Centering and shuttering including strutting, propping etc. and removal of formwork. Rate including staging and scaffolding at any height.Suspended floors, roofs, landings, balconies and access platform. 17 Centering and shuttering including strutting, propping etc. and removal of formwork. Rate including staging and scaffolding at any height.Lintels, beams, plinth beams, girders, bressumers and cantilevers 18 Centering and shuttering including strutting, propping etc. and removal of formwork. Rate including staging and scaffolding at any height. Columns, Pillars, Piers, Abutments, Posts and Struts 19 REINFORCEMENT STEEL Thermo-Mechanically Treated bars of grade Fe-500D or more with fusion bonded epoxy coated & corrosion resistance steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Rate including staging and scaffolding. 20 PLINTH PROTECTION Making plinth protection 50 mmthick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-ill) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75 m mthick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 21 BRICKWORK AT ANY LEVEL Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in all shapes and sizes in : Cement mortar 1 :4 (1 cement : 4 coarse sand). Rate including staging and scaffolding etc., 22 PLASTERING Providing and laying cement plaster on surfaces with fine sand including curing etc.20mm Cement plaster of mix 1:4 (1 cement: 4 fine sand).Rate including staging and scaffolding etc., 23 CEMENT PUNNING Neat cement punning. 24 CHICKEN MESH Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. 25 CEMENT CONCRETE FLOORING 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1 :2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 26 HOT DIPPED GALVANIZED STRUCTURAL STEEL Supplying, Fabricating & Erecting at all levels in position steel structures fabricated out of hot dipped galvanized MS Girders, channels, Tees, angle, flats, plate, gratings, square hollow sections pipes etc. conforming to IS:2062 and/or from Hot finished welded type tubes/pipes conforming to IS:1161 for structural purpose for sheds, supports (Including cradle supports, pipe shoe, U Bolts, structural supports, Anchor Fasteners, Embedded Steel, Reinforcement Pad etc.) cat ladder, SS Tube supports, SS tube trench covers, Fencing Gate etc. of any size/dia for required design including cutting, welding, bolting,hoisting, fixing in position. The work is to be completed in all respect as per specification ,scope of work,detailed construction drawings and directions of the Engineer-in-charge.Rate including staging and scaffolding wherever required for erection and all other machineries, equipments etc., 27 FIRE SCREEN GI SHEET Supplying, fabricating, welding, bolting, riveting, assembling, and temporarily erecting a fire screen wall up to 6.0 meters high around the licensed area or facilities, using 1mm GI corrugated sheets with zinc coating not less than 275 gm/m², including all necessary accessories, staging, and scaffolding as per the alignment provided by the site engineer; maintaining the installation until completion of the Air Heating Project commissioning, followed by dismantling and safekeeping of GI sheets and structural members at IPPL scrap premises as directed by the engineer-in-charge. The rate includes all activities related to supply, fabrication, erection, dismantling, and safekeeping, while substructure concreting and structural superstructure erection will be paid separately 28 GALVALUME SHEETS Providing & fixing at all heights, levelsand locations colourfinish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 0.71 mm, Aluminium Colour coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width 1092 mm, cover width 1000 mm. The rate shall include staging and scaffolding. 29 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness, Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]. For colour, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick EPDM seal and SS plain washer complete :The rate shall include staging and scaffolding.Precoated aluminium Ridges plain (500- 600mm) 30 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness, Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]. For colour, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick EPDM seal and SS plain washer complete :The rate shall include staging and scaffolding.Precoated aluminium Flashings/ Aprons (Upto 600mm) 31 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness, Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]. For colour, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick EPDM seal and SS plain washer complete :The rate shall include staging and scaffolding. Precoated aluminium Gutter (600 mm over all girth) 32 EXTERIOR PAINT Providing and applying two coats of high performance elastomeric anti carbonation water based acrylic polymer coating Dekguard E 2000 over the prepared concrete surface and primed with Dekguard WB Primer to achieve thickness of 200 microns. The surface imperfections if any shall be smoothly rendered using Renderoc FC. The coating shall have excellent barrier to carbon di oxide, chloride ions, sulphates, oxygen, water. Withstands substrate crack accommodation upto 2mm & cyclic movement up to 1mm. It shall have high UV resistance and highly durable in all climatic conditions. Percentage of water absorption, permeability & depth of carbonation shall be nil while compared against control concrete. The quoted rate shall include all material, surface preparation, tools, scaffoldings, safety equipment, labours, etc complete as per manufacturer’s specification.The rate shall include staging and scaffolding. 33 INTERIOR PAINT Wall painting with one Coat primer and Two coats of premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. The rate shall include staging and scaffolding. 34 BITUMASTIC PAINT Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or more coats on new work.The rate shall include staging and scaffolding. 35 HAND RAIL Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including hot dipping galvanizing of the steel section. G.I. Pipes. Rate including primer and Two Coats enamel painting.The rate shall include staging and scaffolding. 36 GROUTING Providing grouting in pockets/ bases etc(As per Technical specification), cost of grouting, including supply of materials shall be covered in the unit rates. Rates shall include cost of labour, supervision,deployment of tools & tackles, consumables, materials and other associated arrangements required to execute all the related activities. Grouting using Free flow non shrinkable grout material CONBEXTRAGP-2 or approved equivalent etc.The rate shall include staging and scaffolding. 37 SUBGRADE COMPACTION Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth outside the property boundary in the un-disputed areas as directed by Engineer-In-Charge. 38 MANHOLE COVER & FRAME Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10 Circular shape 500 mm internal diameter 39 PVC WATER STOPPER Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm thick) 40 CHEMICAL GROUTING OF REINFORCEMENT Chemical grouting of reinforcement steel of 16 mm to 20 mm dia rebar with 22 / 28 mm dia hole of 220 / 280 mm depth including making hole in concrete / masonry surface as required at site by using HILTI make driller with HY150 chemical compound for nserting the reinforcement after drilling and air jet cleaning etc complete, at any level, etc complete. Rate shall include all charges and preparation of surface, cutting of reinforcement, cleaning the surface, staging, scaffolding and working platform, application of necessary chemical as per manufactures specification with necessary tools and equipments, removal of debris from the site,all complete as directed by Engineer-in-Charge. 41 EXPANSION JOINTS Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) 42 UNPLASTICISED RIGID PVC PIPE Providing and fixing on wall face 110 mm dia Unplasticised Rigid PVC (UPVC) rainwater pipes conforming to IS:13592 Type-A, including all fittings & accessories & including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: (i) Single socketed pipes : 43 SAND FILLING WITH LIME IN GSB Poviding and laying sand mixed with powder dry shell lime with available Calcium Oxide being not less than 50% and the amount of powder dry shell lime being 5% by volumne of the hard core layer using a water jet in order to force the sand in to the voids. 44 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe 45 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 450 mm dia RCC pipes. 46 Providing and laying 150mic thick LDPE Polythene Sheets/Film for reinforced cement concrete. Rate including cutting and laying in panel wise. 47 Taking out existing CC interlocking paver blocks from Road, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge 48 Laying of existing interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge.
Contract Date: Jan 06, 2026 Contract Value : ₹ 6.01 Crore
Boards / Undertakings / PSU No of Bidders 1
Tamil Nadu View Result →
35.
Drinking Water Supply and Sanitation #9931778 AOC
Tender For Drilling Of 02 Nos. Tubewell And Installation Of 02 Nos. Pumping Machinery In Village Golwa By Dth Rig. Method Only Distt. M/Garh. And All Other Work Contingent To Thereof. Name Of Site:- Golwa. Rs. 21.66 Lacs
Contract Date: Apr 13, 2026 Contract Value : ₹ 11.13 Lakh
Government Departments No of Bidders 3
Haryana View Result →
36.
Educational and Research Institute #9800564 AOC
Tender For Construction Of Academic Block Building In University College Of Engineering, Bit Campus, Trichy District.; 1 Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- 2.40m-3.30M Footing Depth.Data worked out for 48 m3 per day/8 hrs. 2 Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.A). Upto 2.40m Depth.Data worked out for 64 m3 per day/8 hrs 3 Refilling with excavated earth other than sand with an initial head load of 100 mts and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. 4 Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 5 Supplying and Filling in foundation and basement and trenches with M-Sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. 6 Supplying and filling of 40mm HBGS metal in dispersion trench around the stoneware pipe or in the leach pit or rain water harvesting pit or soak pit to the required thickness complete complying with standard specification and as directed by the departmental officers. (The rate including cost of metal filling etc. complete complying with standard specification.. 7 Supplying and filling of 20mm HBGS metal in dispersion trench around the stoneware pipe or in the leach pit or rain water harvesting pit or soak pit to the required thickness complete complying with standard specification and as directed by the departmental officers. (The rate including cost of metal filling etc. complete complying with standard specification. 8 Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means 9 Providing Anti – termite treatment to soil adjacent and under building foundation, plinth periphery of the building by application of chemicals of IS 6313 part I to IV in stage to suit the progress of work consist as per the detailed specification as below (Measurements taken for the plinth area for the purpose of payment) including braking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport & storing etc., complete and as directed by the departmental officers.(The chemical should be got approved by Executive Engineer before use on work).Stage -1 : Spraying Anti –termite chemical solution for the foundation before laying concrete, in bottom and sides of foundation.Stage-2 : Spraying Anti –termite chemical solution to the grade beam level, spraying has to done for to grade beam brick masonry contact with the back fill earth.Stage-3 : Spraying Anti –termite chemical solution on the sand for the flooring before laying the flooring concrete. This treatment has to be carried out and sand filling by making holes with crow bar to a depth of 60cms and at 60cms intervals on both direction and at junction of wall and flooring throughout.Stage -4 : Spraying Anti –termite chemical solution alround building outside by making holes with crow bar before laying plinth protection and the holes to be close after the treatment. etc., complete complying with standard specification and as directed by the departmental officer. 10 Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). 11 For Foundation & Basement 12 For Super structure in Ground Floor 13 For Super structure in First Floor 14 For Super structure in Second Floor 15 Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456- 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). 16 For Foundation & Basement 17 For Super structure in Ground Floor 18 For Super structure in First Floor 19 Providing and laying in position, Standardised Concrete Mix M-35 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456- 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 425 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability withoutimpairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). 20 For Super structure in Ground Floor 21 Post Tensioning Work: Design and execution of post tensioning work, including decoiling, the strands, cutting to the required lengths, supplying, laying of HT strands sheathing (GI corrugated ducts 0.3mm thick) jointing with couplers and inserting the strands, profiling, fixing liveend anchorages, including supply of stressing anchorages, suitable for 5-5 & 5-4 tendons, grout vents,making dead end anchorages, including flowering the strands, fixing tendon support bars, supervising the fixing of antibursting reinforcement, stressing the cables, end trimming, grouting the cables, with cement slurry, mixed with admixtures with required tools, plants, and machineries, and consumables etc. (Shuttering,concreting & reinforcement steel shall be paid under respective items) at all heights including all leads, lifts, coordination, with the post- tensioning agency, preparation of drawings, obtaining approval from the Employer / Architect etc. Rate to include providing water, power, cement and admixture for grouting, packing of sheathing and anchorages blockings, filling of recess pockets after stressing using grouts (cement slurry mixed with approved admixtures) including providing access to post tensioning at all heights including all leads, lifts etc., all complete and as approved and as directed by the Employer Architect but excluding shuttering, concreting & reinforcement steel which shall be payable under respective items separately. 22 Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two crushed st one sand and four aggregates), using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed by the departmental officers. 23 50mm thick 24 75mm thick 25 Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) 26 For Foundation & Basement 27 For Super structure in Ground Floor 28 For Super structure in First Floor 29 For Super structure in Second Floor 30 Finishing the top of roof with Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means 31 For Foundation & Basement 32 For Super structure in Ground Floor 33 Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener , side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). 34 Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). 35 Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). 36 Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical support @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers. (Payment for centering shall be given after the concrete is laid) 37 Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). 38 Brick work in 1:6 Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. 39 For Foundation & Basement 40 For Super structure in Ground Floor 41 For Super structure in First Floor 42 For Super structure in Second Floor 43 Brick work in 1:5 Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. 44 For Foundation & Basement 45 Brick work in 1:3 Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. 46 For Foundation & Basement 47 Damp proof course as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 12mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Machine Mixing 48 Brick partition walls of 11.50cm thickness using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) 49 For Super structure in Ground Floor 50 For Super structure in First Floor 51 Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick including mortar plasticizer at 200ml per 50Kg of cement used , hacking the surfaces and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 52 Stucco plastering 12mm thick using blue granite chips of size 10mm and below over a base plastering with cement mortar 1:5, 12mm thick, etc., complete complying with standard specifications 53 Plastering the surface of walls with Cement Mortar 1:5 (One cement and Five plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used , curing etc., complete complying with standard specification andas directed by the departmental officers. 54 Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directedby the departmental officers. 55 Painting two coats of newly plastered wall surface with ready mixed plastic Interior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by the departmental officers. 56 Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface ect., complete complying with standard specification and as directed by the departmental officers. 57 Paving the Top of roof with Solar refelective ceramic tiles of approved quality and colour laid in Cement mortar bed in 1:3 (One cement and three crushed stone sand) 12mm thick and pointed with water resistant tile epoxy grout for joint, curing etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by the Executive Engineer beforeuse on works) 58 Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessory PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of “U” clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification and as directed by the departmental officers 59 160mm dia PVC Pipe - For One Floor 60 160mm dia PVC Pipe for Two Floors 61 160mm dia PVC Pipe for Three Floors 62 110mm dia PVC Pipe for One Floor 63 Paving the floor with best quality Double charged Vitrified tiles 600 x 600 x 8mm size of approved colour and variety conforming IS 15622 with water absorbtion less than 0.08% of approved colour and shade laid over cement mortar bed of 20mm thick in cement mortar 1:3 (one cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer in all floors and the top pointed with Water Resistant Tile Epoxy Grout etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) 64 Paving pre-polished concrete anti-skid step tiles (Required shape and design) of 20mm thick of approved quality and colour laid in accordance with IS 1443 in Cement Mortar 1:3 (One Cement and Three crushed stone sand), with required Cement Slurry and Mortar Plasticizer, 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) 65 Paving the floor with Tactile paver type of new tack BT yellow colour ceramic tiles of approved quality and colour of size 305 x 305 x 15mm in all floors over a base layer of cement mortar 1:3 (one cement and three M sand) 20mm thick and pointing with white cement using 0.30kg/m2 including adding suitable colour pigments to suit the colour of tiles finishing perfectly and curing etc., including cost of tiles, all materials and incidential charges, transportation charges and labour charges for laying tiles etc., complete complying with standard specification and as directed by the departmental officers . (The tiles should be got approved by the departmental officers before use on works). 66 Paving the floor with best approved quality fine polished Granite Synthetic Slabs of 1200 x 600 of 16/ 18 mm thick size and synthetic grey, Paradise of similar Variety with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., complete complying with standard speicification and as directed by the departmental officers.(The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work) 67 Labour charges for finishing the top of working tables and staircase step portion with nosing arrangements in Granite slab tiles including cutting the edges and polishing including cost of polishing materials complete complying with standard specification and as directed by the departmental officers. 68 Flooring with ceramic tiles of Colour and Design Ceramic Tiles of size 305x305x6mm and variety conforming to IS 15622 laid over cement mortar bed of 20 mm thick in cement mortar 1:3 (One Cement and Three crushed stone Sand) with required Cement Slurry and Mortar Plasticizer including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m.etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) 69 Dadooing walls with following best approved quality, printed design colour glazed tiles of size 150mm x 150mm x 6mm glazed tiles conforming to IS 15622 of following sizes in Cement Mortar 1:2 (One Cement and Two crushed stone sand),10 thick with Mortar Plasticizer and pointing the joints with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. neatly in all floors, curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 70 Supplying and fixing of PVC corner size beeding of best approved quality of 25 x 75 mm size and thickness of required height of walls using cement mortar 1:2 (One cement and two sand) and finishing the surface smooth with ceramic tiles etc., complete complying with standard specification and as directed by the departmetal officers. 71 Providing granolithic floor finish of the 20mm thickness with plain cement concrete 1:2:4 (One Cement, Two Crushed Stone Sand and Four aggregate) using 6 to12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trowel, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) 72 Supplying ,fabricating and fixing in position of steel frame without bottom frame, of size 100X60mm rectangular section with necessary rebate 30mmX15mm, to host the shutter,using 1.25mm thick (18 guage) CRCA cold rolled frame steel plate confirming to ISI specified ensured of right butt joint riveted hold assembly with nylon insert,not be welded with special purpose hard ware.Proclaimed including phopating as per ISI with rust preventive primer ready to assemble condition for easy installation at site including dismantling,making necessary chipping and holes in RCC columns, walls with power drills to the extent required ,including providing concrete 1:2:4 inside the box curing etc... complete complying with standard specification and as directed by the departmental officers. 73 Supplying and fixing in postion of 35mm thick solid core flush door shutters with following specification. with TW ply on both sides and with TW lipping of size 35x12mm on all edges with necessary adhesives and C.P. Screws Alu. Butt Hinges (6 nos. 250 x 16 mm Size) Alu. Aldrop1 No. 250 x 16 mm Size, Alu. Tower Bolt 2 No. 250 x12 mm size, alu. Tower Bolt 2 No. 200 x 12 mm size, D type alu. Handle 200mm length 2 No., alu. door stopper with rubber bush 2 No. shall be provided, as directed by the departmental officers etc., complete. 74 Single Leaves 75 Double Leaves 76 Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work 77 Manufacturing, supplying and fixing of 1/3 panelled and 2/3 grilled steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sandwitching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m and 3 Nos Steel Parliament Hinges of Size 125mm x 150mm incase single leaves shutter to be provided, 6 Nos Steel Parliament Hinges of Size 125mm x 150mm for double leaves shutter to be provided, 6nos of holdfasts 200mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 3 nos, one at the top, one at lock rail(Inner) and the other at the bottom are provided. one aldrop is provided at on appropriate place in the door. 2Nos of handle are to be provided. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, taxes, transportation to site of work, loading, unloading and all other incidental charges etc., complete complying with standard specification and as directed by the departmental officers. - Single leaf of size 1.00m x 2.10m. 78 FRP Door Sutter with FRP Door Frames made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and Solid Core FRP Shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by Engineers 79 Supplying and fixing of PVC Sliding Door with Roller using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC Sheets. Shutter using 5mm thick solid PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm with suitable rabate for housing the shutter 80 UPVC Ventilator Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work. 81 Supplying and fixing MS grills to doors, windows and ventilators etc. using necessary MS flats (or) square rods for inner members and outer members which should be fixed to window frames as directed and design given by the departmental officers inclusive of cost of providing one coat of best quality red oxide primer etc., complete complying with standard specification and as directed by the departmental officers . 82 Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with One coats of best approved first quality and colour of synthetic enamel paint over the priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 83 Painting the new wood work two coats with best approved first quality and colour of synthetic enamel paint over a priming coat of approved quality in all floors including cost of paint, labour and other materials like brushes, putty and scaffolding charges etc., complete complying with standard specification and as directed by the departmental officers. (The make quality and colour of paint should be got approved by the departmental officer before use on work). 84 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete 85 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete 86 Providing expansion joint of 12.5mm wide in between RCC twin columns from top of pedastal to full height including filling the inner space with suitable nonabsorbent, flexible and well compressible filler materials of approved quality and brand; finishing the sides of RCC columns with polysulphide sealents for a depth of 7.5mm on either side covering the inner space filled with filler materials as above etc., complete complying with standard specifications and as directed by the departmental officers. 87 Providing expansion joint in RCC floor slab for 12.5mm width using polysulphide as sealent on the top and bottom for a depth of 7.5mm each and packing the inner space using compressible non-absorbent filler materials including cost of labour for cutting and fixing filler materials and laying polysulphide sealent with necessary spatula etc., complete complying with standard specifications and as directed by the departmental officers 88 Providing expansion joint 12.5mm width in RCC roof slabs between RCC twin beams using PVC water bar of 150mm wide centre bulb of 4mm to 6mm thickness of approved quality and brand and including filling the inner space with suitable non-absorbent flexible and well compressible filler materials of approved quality and covering the top surface with GI sheet 30cm wide and 1.6mm thick using phill plugs, GI screws, limpet cup washers, bitumen washers, etc., complete complying with standard specifications and as directed by the departmental officers. 89 Providing Polymer Coating (Water Proof Coating) for sunken portion of toilet with following specification and the surface shall be cleaned to remove all dust, foregin, matters lose materials or any other deposits of contamination by rubbing with wire brush. Slurry: Dry blend and polymer liquid blend shall be mixed into the desired ratio as per recommendation of the supplier. The mix shall be stirred thoroughly until no bubbles remain in the mix. Any lumps found in mix shall be removed. Apply first coat of polymer modified cementitious slurry by brush on wet cleaned surface. After drying, second coat shall be applied on the first coat as directed by the departmental officers etc. The rate inclusive of cost of materials and labour, etc., complete. 90 Brick Jelly Lime Concrete 1:2:5 using 40mm brick jelly in Lime Mortar 1:2 using limestone and sand - 10 Cu.m for sunken portion etc. complete complying with standard specifications and as directed by the departmental officers. 91 Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications 92 Supplying and fixing PVC ventilating shaft of 110mm dia (having working pressure 4 kg. / sq.cm) with 3 metre height including cost of PVC cylindrical cowl of best approved quality etc., complete complying with standard specifications and as directed by the departmental officers 93 Supplying and fixing of RCC hume pipe of flush joint to a size 300mm RCC wall with 25mm thick to a length of 30cm in RCC M 35 with nominal special reinforcement as directed by the departmental officers etc., complete complying with standard specification. 94 Supplying and installation of Ceramic Steel chalk writing board with the following specification. The 2mm GI Sheet is placed with wall side over the GI sheet necessary adhesive is spreaded and fixed the 9mm MDF board on the GI sheet 0.40mm thick ceramic steel chalk board is provided over the MDF board and the whole arrangements are fixed to the frame using heavy anodized Aluminium section and Chromium plated provided in the corners. The whole arrangement are fixed to the wall using wooden plugs and screws etc., The rate includes all above materials, labour charges and taxes etc., complete complying with standard specification and as directed by the departmental officers. 95 Supplying and fixing of good quality and best make of Chalk Piece and Duster Holder of size 300 x 200mm made up of stainless steel in the places shown by the departmental officers including transporting to the work site, fixing in position etc., complete complying with standard specification. 96 Supplying, fabricating, erecting and fixing Hilux (or) equivalent board false ceiling upto a ceiling height of 4.5m from floor level.etc., complete complying with standard specification and as directed by the Departmental officers 97 Supplying and fixing Gyp-board designed Cornices of 100x60mm width in the edges of the false ceiling wherever necessary as per the direction of the filed officers. The rate includes the cost of materials, transportation charges and fixing charges and other incidental charges etc., the pattern of the cornice has to be approved by the Executive Engineer before used on work etc., complete complying with standard specification and as directed by the departmental officers. 98 Supplying and fixing ornamental Brass-in-lay Burma Teak Wood Entrance Door with a size of 2.10 m x 2.55m with six leaves as per the drawing and design as approved by the departmental officers.The clear opening of each door shall be of 2.00m. The outer frames are of finished size 175mm x 125mm.The Each door shall have two leaves of 1/3 panelled and 2/3 glazed. The Outer frame of the shutter of finished size of 150mm x 50mm.All the Panels shall be of finished 50mm thick. The main outer frame, shutter frame and panels shall be engraved with computer design ornamental carving works of approved pattern with skilled carpenter as directed by departmental officers. All the glazing works shall be done with design painting works.Necessary grill protection arrangements shall be made for the glass portion. The door frame and shutters shall given two coats of best and approved quality of high Glossy Polyurethane finish.The rate includes cost of best and approved quality of Burma Teak wood,design painted glass, Brass hinges,Tower bolts, Aldrop, locking arrangments,ornamental handles,brass screws and labour charges, transportion charges, all taxes, etc., complete. 99 Drilling 150mm dia vertical bore well to the required depth as directed by the departmental officers including labour charges inserting pipes assembly in the drilled pit including welding the joints wherever necessary and grouting the casing pipe if necessary in hard rock etc. complete and including transportation charges for the rigs and supporting vehicles from one place to another etc. complete as directed by the Executive Engineer. 100 Upto 150m BGL 101 Upto 150m to 180m BGL 102 Upto 180m to 210m BGL 103 Supplying 160mm dia Special Blue Slotted Pipes for Bore Wells of pressure 6kg/m2 in the drilled hole of the following dia in 3m length with screwed and socket ends and centering guide for every 15 m length of pipes as per I S I 12818/1992 inclding welding the joints supplying and poeting the annular space with pebbles of size and quality etc complete as directed by the departmental officer 104 Supply of 160 mm dia PVC End cap of best approved quality having pressure of 6 kg/sq.cm. etc. complete as directed by the departmental officers. The pipe should be got approved by the Executive Engineer before use on works. 105 Supplying and delivery of best and approved quality of 40mm dia HDPE pipe of 10kg/m2 size including laying in the basement and tying with copper wire etc., complete complying with standard specification for delivery line from the bore from submersible pump in borewell and as directed by the departmental officer. 106 Supplying and fixing of MS borewell clamp suitable for 40mm dia pipe and 4 Nos. of bolts and nuts of best approved quality etc. complete and complying with standard specification and as directed by the departmental officers . 107 Supplying, fixing and Erecting in position of single phase 5.00 H.P Submersible Pumpset suitable for 150mm dia Borewell with ISI IS 8034 with 3 phase Panel Board - Star Delta with two level guard and Auto start including Transport charges etc., complete complying with standard specification. 108 Supplying and tying of Nylon rope of 18mm dia thread make with best quality for holding submersible pump etc., complete as directed by the Executive Engineer. The Rope should be got approved by the Executive Engineer before use on works. 109 Supply of 2.50 Sq.mm PVC insulated and shethed 3core flat type finolex copper cable for motor pump electrfication confirming tro IS 694/1996 including conveyance to work site etc.. 110 Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply Below ground level. 111 50mm dia UPVC pipe 112 Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply Above ground level. 113 40mm dia UPVC pipe 114 32mm dia UPVC pipe 115 Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/ sq.cm) conforming to IS 4985- 2000 of approved quality and best variety of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - Internal water supply above ground level. 116 25mm dia UPVC pipe 117 20mm dia UPVC pipe 118 Supplying and fixing the following UPVC specials of heavy type and approved quality and good variety excluding the fixing charges but including necessary cutting and threading on UPVC pipes for jointing UPVC Specials and providing two coats of painting with good variety of paint over a coat of priming coat in the case of pipes line above ground level and one coat of tarring in case of the pipelines above ground level and one coat of tarring in case of the pipelines below ground level etc,complete 119 50mm dia UPVC Union 120 40mm dia UPVC Union 121 32mm dia UPVC Union 122 25mm dia UPVC Union 123 50mm dia UPVC Elbow 124 40mm dia UPVC Elbow 125 32mm dia UPVC Elbow 126 25mm dia UPVC Elbow 127 40mm dia UPVC Hex Nipple 128 32mm dia UPVC Hex Nipple 129 25mm dia UPVC Hex Nipple 130 25x20mm UPVC Reducer Elbow 131 20x15mm UPVC Reducer Elbow 132 40mm dia UPVC Tee 133 32mm dia UPVC Tee 134 25mm dia UPVC Tee 135 25x20mm UPVC Reducer Tee 136 20x15mm UPVC Reducer Tee 137 Supplying and fixing in position first quality and approved variety of Gun metal Gate Valve / Wheel Valve with BIS make of the following dia including cost of shellac, thread balls, etc., complete complying with standard specifications (for both internal and external water supply arrangements). The valves to be used on work shall be got approved by the departmental officer before use on work. 138 32 mm dia Gate Valve 139 25 mm dia Gate Valve 140 Supplying and fixing in position 15mm dia brass CP screw down tap tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary. (Taps should be got approved by the Executive Engineer before use on the works) 141 Supplying and Fixing of PVC ready made water tank of approved quality with standard specification and best brand including testing for leakages after making installations and connections. The cost inclusive of lid and lock with bolt and nuts for PVC tank, transportation, loading, unloading, lifting, installation and necessary connections etc., complete complying with standard specifications and as directed by the departmental officers.(The PVC Water Tank should be got approved by the Executive Engineer before use on works). 142 Supplying and fixing in position Indian water closet oriya type of size 580x440mm white glazed earthernware of approved quality with P trap or S trap conforming to IS 2556-Part XII with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One part of lime, two parts of sand and five parts of brick jelly) 100mm thick and finishing the top to required slope and including giving necessary connection to PVC. pipes by dismantling brick masonry, reinforced cement concrete roof/floor slab and making good the disturbed portion to original condition without leakage etc., complete complying with standard specification and as directed by the departmental officers.(The Oriya type Water Closet and all accessories should be got approved by the departmental officers before use on work) 143 Supplying and fixing in position White Glazed European water closet of best quality and approved make with 100mm P or S trap with double flapped rigid PVC.seat cover with chromium plate brass hinges, including supplying and fixing PVC. Low level flushing tank 10 litre capacity of approved quality on wall with teak wood plugs, brass screws and 2 numbers 15mm dia gun metal wheel valve, 15mm dia nylon connection and giving necessary water supply connection as directed by the departmental officers. The rate includes cost of 100mm dia PVC.Pipe 60cm long including cost of 3 Kg.of white cement 6Kg.of cement, spunyarn, shellac, thread ball, teak wood plugs, brass screws 75mmx10mm etc., complete complying with standard specification and as directed by the departmental officers. (The European Water Closet and flushing tank should be got approved by the Departmental Officers before use on work.) 144 Flooring with Snow White Marble Slab (Adanga) 18mm to 20mm thick and above free from all defects in all floors over a base layer of CM 1:3, 20mm thick including Mortar Plasticizer. The marble slab shall be laid over the cement mortar by applying cement slurry in between base mortar and marble slab and pointed with white cement neatly including polishing with polishing stone and oxalic acid etc. so as to perfectly smooth and glossy and including hire charges for polishing machine and power consumption charges etc. complete complying with standard specification and as directed by the departmental officers. (The marble slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work). 145 Supplying and fixing Stainless steel health faucet of best quality with control valve etc., complete complying with standard specification and as directed by the departmental officers (The materials should be got approved by the Executive Engineer before use on works). 146 Supply and fixing in position of best Indian make white glazed earthernware lipped mouth flat back urinal of best quality and approved make of size 430mm x 260mm x 350mm with GI pipe, 32mm dia bell mouth PVC connection and waste pipe, 15mm dia GI pipe of required length, 15mm dia GM wheel valve, 15mm dia brass nipple 2 Nos., and fixing the urinals in position with necessary TW plugs, clamps, screws, etc., including dismantling masnory and re-doing the same to the original condition, etc., including painting the pipe with two coats of best quality approved synthetic enamel paint over one coat of red oxide primer and checked without any leakage etc. complete complying with standard specifications and as directed by the departmental officers. (The urinal should be got approved by the Executive Engineer before use on works.) 147 Supplying and fixing in position best quality and approved make Indian made white / colour glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia “B” class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works). 148 Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 5.5mm thick mirror of following size , Shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc.,complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks) Size :600 x 450 mm / 500 x 400mm / 1000 x 780 mm. 149 Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works). 150 Supplying and fixing position CI Nahani Trap of size 100 x 75mm sizes with pvc gratings with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of crushed stone sandand five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving conne tion to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works) 151 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications. (The PVC pipes should be got approved by the departmental officer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level 152 75 mm dia PVC soil waste pipe 153 110 mm dia PVC soil waste pipe 154 160 mm dia PVC soil waste pipe 155 Supplying and fixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and redoing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works). 156 110mm dia PVC door Tee 157 110mm dia PVC Door Y 158 75mm dia PVC door Elbow 159 75mm dia PVC plain Bend 160 PVC Cowl 110mm dia 161 PVC Cowl 75 mm dia 162 Supplying and fixing of Incinerator for Ladies Toilet etc., complete complying with standard specification and as directed by the departmental officers. 163 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers. 164 Supply and fixing of Water CO2 Stored Pressure Type 9 litres capacity Fire Extinguisher as per new IS 15683 complete with control valve, gun metal cap, pressure gauge, operation sticker, discharge hose, wall mounting bracket, safety clip, etc., as directed by the Departmental Officers. 165 Supplying and fixing of Hylem sheet 3mm thick for expansion joint etc., complete complying with standard specification and as directed by the Departmental officers 166 Construction of INSPECTION CHAMBER of clear size of 600x600mm including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five M sand] using best quality of second class Table Mould Bricks of size 9 x 43/8 x 23/4 with Plastering with Cement Mortar 1:3 [One Cement and Three Plastering Sand] 12 mm thick to inner and outer sides and wearing coat 1:3:6 [One Cement, Three crushed stone sand and Six Aggregate] 15 cm thick and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers as per standard specification. 167 Providing granolithic floor finish of the following thickness with Combination Mortor (Cement:Lime:Sand) 1:1:7 including laying, finishing and the top rubbed smooth with power trowel, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) 168 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) ( 4 points / Coil) Higher End etc., complete complying with standard specification and as directed by the Departmental officers 169 Wiring with 2 x1.5 sq.mm PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sqmm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (5 points / Coil) Higher End ) etc., complete complying with standard specification and as directed by the Departmental officers 170 Wiring with 2 x1.5 sq.mm PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sqmm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (6 points / Coil) Higher End etc., complete complying with standard specification and as directed by the Departmental officers 171 Supply and fixing of 4 Feet LED 20W Fitting with LED 20W tube (Higher End) complete with TW round blocks on wall or ceiling with PVC unsheathed FRLS Copper leads from terminals to the fitting. etc., complete complying with standard specification and as directed by the Departmental officers 172 Supply and fixing of 4 Feet LED 20W Fitting with LED 20W tube (Higher End) complete with conduit pipe suspension from the ceiling with PVC unsheathed FRLS copper leads from terminals to the fitting with tube etc., complete complying with standard specification and as directed by the Departmental officers 173 Supply and fixing of 2 x 22W 4 Feet LED Fitting with 2Nos. of 2Mts. conduit pipe suspension from ceiling with 2Nos. of 18w crystal glass LED tube with PVC unsheathed Copper leads from terminals to the fitting. etc., complete complying with standard specification and as directed by the Departmental officers 174 Supply and fixing of WT bulk head fitting with guard (Higher end) suitable for 7W/9W LED Bulb etc., complete complying with standard specification and as directed by the Departmental officers 175 Supply and fixing of 18W LED square type Recessed fitting with LED (Higher end) on false Ceiling with suitable hanging support from ceiling with PVC unsheathed copper leads from terminals to the fitting etc., complete complying with standard specification and as directed by the Departmental officers 176 Supply and fixing of 24W LED 2x2 square type Recessed fitting with LED (Higher end) on false Ceiling with suitable hanging support from ceiling with PVC unsheathed copper leads from terminals to the fitting etc., complete complying with standard specification and as directed by the Departmental officers 177 supply and fixing of 48W LED street light fitting with LED (Higher end) with 32mm dia. GI pipe (class B) with 1 no.32 mm GI bend complete on the existing post/ on wall with PVC unsheathed copper leads with MS clamps and with painting .etc., complete complying with standard specification and as directed by the Departmental officers 178 Supply and fixing of 1200 mm (48) AC ceiling fan complete 2 module 100W fan step regulator with 500 mm down rod on the existing clamp. etc., complete complying with standard specification and as directed by the Departmental officers 179 Supply and fixing of 1200mm (48) ceiling fan complete 2 module 100W fan step regulator with 2mts. down rod on the existing fan clamp. etc., complete complying with standard specification and as directed by the Departmental officers 180 Supply and fixing of 400mm (16) sweep Wall mounting fan with necessary connection etc., complete complying with standard specification and as directed by the Departmental officers 181 Supply and fixing of 300 mm (12 inch) sweep (light duty) AC exhaust fan complete with necessary wall opening and making good of the wall.etc., complete complying with standard specification and as directed by the Departmental officers 182 Supply and fixing of louvers shuters arrangements for 300mm (12 inch) sweep (light duty) AC exhasut fan etc., complete complying with standard specification and as directed by the Departmental officers 183 Supply and fixing of 150W LED flood light fitting with Integrated driver (Higher end) complete suitable angle iron frame work on wall with unsheathed Cu Leads with MS clamps and aluminium painting complete etc., complete complying with standard specification and as directed by the Departmental officers 184 Supply and fixing of 1 no.6A two module 3 pin socket , 1 no. 6A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End etc., complete complying with standard specification and as directed by the Departmental officers 185 Supply and Run of 2 of 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion etc., complete complying with standard specification and as directed by the Departmental officers(For 1No.6A plug) 186 Supply and fixing of 3nos.6A two module 3 pin socket , 3 nos. 6A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End etc., complete complying with standard specification and as directed by the Departmental officers) 187 Supply and fixing of 1 no.6/16A two module socket , 1 no. 16A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End etc., complete complying with standard specification and as directed by the Departmental officers 188 Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire and making good of the concealed portion etc., complete complying with standard specification and as directed by the Departmental officers(For 3Nos.6A computer plug set & 16A Plug) 189 Supply and fixing of 25 Amps flush type wall Socket with 25A DP MCB in flush with wall with earth connection (For AC Plug) [Higher end make] etc., complete complying with standard specification and as directed by the Departmental officers 190 Supply and fixing of 6 A to 32 A DP MCB in 2 way sheet steel enclosure in flush with wall and making good of the concealed portion and earth connection. (Higher End) etc., complete complying with standard specification and as directed by the Departmental officers 191 Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 32A DP MCB as incoming and 6 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only Higher End etc., complete complying with standard specification and as directed by the Departmental officers (Lighting only) 192 Supply and run of 2 of 4 sqmm PVC insulated SC unsheathed FRLS copper conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 4 sqmm PVC insulated sc unsheathed copper wire and making good of the concealed portion with suitable colour. etc., complete complying with standard specification and as directed by the Departmental officers(For 25A AC Plug, 32A DP MCB & 8W SPN) 193 Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 40A DP MCB Isolator as incoming and 10 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Higher End etc., complete complying with standard specification and as directed by the Departmental officers(For Computer plugs) 194 Supply and run of 2 of 6 sqmm PVC insulated SC unsheathed FRLS copper conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 6 sqmm PVC insulated sc unsheathed copper wire and making good of the concealed portion with suitable colour etc., complete complying with standard specification and as directed by the Departmental officers(12W SPN DB) 195 Supply and fixing of 32A FP MCB in sheet steel enclosure in flush with wall and making good of the concealed portion with earth connection. (Higher end) etc., complete complying with standard specification and as directed by the Departmental officers 196 Supply and run of 4 of 4 sqmm PVC insulated SC unsheathed FRLS copper conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 4 sqmm PVC insulated sc unsheathed copper wire and making good of the concealed portion with suitable colour. etc., complete complying with standard specification and as directed by the Departmental officers(For 32A FP MCB) 197 Supply and fixing of 7 segment 4 way TPN MCB sheet steel distribution board (Higher end) with metal /acrylic door cover flush type /surface type fitted with busbars and neutral links with single / Three phase MCB outgoings and seperate 4 way provision for accomodating one no 4 pole incoming MCB / Isolator and another seperate 4 way provision for accomodating one no. 4 pole ELCB / RCD (totally 8 ways in one segment) (3x 4 ways in each segment) and seperate provision for MCB / Isolators (totally 12 nos) for sub incomers in 3 segments with lable holder and provison for taking up cable for size not less than 35 sq mm with the following in flush with wall with earth connection only.i) 63A 4P MCB - 1 no.ii) 63A 4P 30MA RCCB/ELCB - 1 no.iii) 63A DP MCB Isolator -3 nos.iv) 6A to 32A SP MCB - 12 nos. etc., complete complying with standard specification and as directed by the Departmental officers (Lighting Distribution DB) 198 Supply and fixing of 7 segment 6 way TPN MCB sheet steel distribution board (Higher end) with metal / acrylic door cover flush type /surface type fitted with busbars and neutral links with single / three phase MCB outgoings and seperate 4 way provision for accomodating one No 4 pole incoming MCB / Isolator and another seperate 4 way provision for accomodating one No 4 pole ELCB / RCD (totally 8 ways in one segment) (3x 6 ways in Each segment) and seperate provision for MCB / Isolators ( totally 18 Nos) for sub incomers in 3 segments with lable holder and provison for taking up cable for size not less than 35 sq.mm. with the following in flush with wall with Earth connection only. i) 63A 4P MCB - 1 no.ii) 63A 4P 30MA RCCB/ELCB - 1 no.iii) 63A DP MCB Isolator -3 nos.iv) 6A to 32A SP MCB - 18 nos.etc., complete complying with standard specification and as directed by the Departmental officers (c.plugs,16A plugs- Distribution DB) 199 Supply and run of 4 of 10 sqmm PVC insulated SC unsheathed FRLS copper conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 10 sqmm PVC insulated sc unsheathed copper wire and making good of the concealed portion with suitable colour. (For 63A FP MCB) etc., complete complying with standard specification and as directed by the Departmental officers(4w 7seg.63A TPDB) 200 Supply and fixing of vertical type 4 way triple pole MCB DB with metal door cover with IP 42 protection in sheet steel enclosure with 1No. 100A 4 pole MCB isolator as incoming 4Nos. 63A TP MCB as outgoing in flush with wall and making good of the concealed portion with earth connection. The MCB DB and MCBs should be with the ISI mark (Higher End) etc., complete complying with standard specification and as directed by the Departmental officers 201 Supply and fixing of 8 way Vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 100 A 4P MCB Isolator as incoming and 3 nos. 32A 3P MCB, 15 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Higher End etc., complete complying with standard specification and as directed by the Departmental officers 202 Supply and run of 4 of 16 sqmm PVC insulated SC unsheathed FRLS copper conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 16 sqmm PVC insulated sc unsheathed copper wire and making good of the concealed portion with suitable colour.etc., complete complying with standard specification and as directed by the Departmental officers (4w (V) 100A TPDB & 8w (V) 100A TPDB) 203 Sub switch Panel: Supply and Erection of 250A capacity dust and vermin proof cubical panel board made up of 16 SWG CRCA sheet steel with supply and fixing of the following interior mounting fuse switch with HRC fuses arrangement in two Horizontal rows with one switch over the other, with a central bus bar chamber and two ends one on each side next to the fuse switch chamber and cable alloy conforming to IE rulesEB INCOMER: 250A FP switch disconnector fuse units interior only with HRC fuse Double Break Switch -1 NoOUTGOING:100A TPN switch disconnector fuse units interior only with HRC fuse Double Break Switch -4Nos63A TPN switch disconnector fuse units interior only with HRC fuse Double Break Switch -6 Nos(All the TPN Switch should be Siemens with Front Handle) Suitable The bus bar chamber will consist of suitable size of tinned copper flat for phase and neutral buses on epoxy moulded bus insulated at proper and sufficient spacing between the buses as per IE Rules. This bus bar chamber should be segregated from the adjacent chamber by providing hylem sheet of suitable thickness as partisans. 2 Nos 25x3mm tinned copper flats should be provided all round the panel for earth bus. 204 The fuse Switches should be connected with the phase and natural buses with suitable size of rigid copper flat/rod and each switch should be connected with the 2 Nos earth bus with 2 runs of No.8 SWG rigid Tinned copper rod with suitable lugs. Phase and neutral tinned buses should be tinned properly.The panel should have a separate metering chamber at the top side consisting of 0-600V Voltmeter with Selector Switch, 0-400A Ammeter with Selector Switch and C.T arrangement Pilot lamps, toggle switches, fuse unit(Siemens) indicator lamps should be provided with control switches and fuse unit The panel should be Powder Coat paint of approved colour, approved by the site officer and also the danger board .The capacity of the switches size of incoming and out going cable the place to which the supply is feed shall be mounted on switch chamber. The pannel board should be mounted on 75mm x37mm MS channel provided all round at bottom of the panel. The whole arrangement should be erected on a masonry pedestal to be constructed with suitable foundation bolts and nuts such that the lowest switch handle is at a height of 0.75 m from the ground level with necessary earth connection. (DATA-11) 205 Supply and Laying of 31/2 x 185 sq.mm. PVC armoured LTUG cable in120mm/103.50mm dia size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good etc., complete complying with standard specification and as directed by the Departmental officers(Existing MV panel to Academic block-New 250A Panel)(Existing MV panel to Seminor Hall -New 250A Panel) 206 Supply and clamping of 3½ X 185 sq.mm PVC LTUG armoured cable on post or on wall with MS clamps.etc., complete complying with standard specification and as directed by the Departmental officers 207 Supply and fixing of brass cable gland for 3-1/2 x 185 sq.mm. PVC LTUG aluminium armoured cable with earth connection. etc., complete complying with standard specification and as directed by the Departmental officers 208 Supply and providing cable end termination of 3½ x185sqmm PVC LTUG Aluminium armoured cable with necessary aluminium cable sockets by crimping etc. with electrical connection complete etc., complete complying with standard specification and as directed by the Departmental officers 209 Supply and fixing of LT cable route indicator with suitable angle not less than 38mm x 38mm 6mm and 0.6mtr long excavation of earth to a depth of 0.6 mtr and concreting the ground level and making good of the ground as directed by the departmental officers. etc., complete complying with standard specification and as directed by the Departmental officers 210 Earthing as per the ISI specification with an earth electrode of 2.1mt class B GI pipe of dia not less than 40mm, with copper earth plate of size 125mm x 50mm x 6mm, with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry. etc., complete complying with standard specification and as directed by the Departmental officer 211 Supply and run of 25mm x 3mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earth connection. etc., complete complying with standard specification and as directed by the Departmental officers 212 Supply and Run of 1 of No.8 SWG copper wire for earth connection. etc., complete complying with standard specification and as directed by the Departmental officers 213 Supply and fixing of 200 A Three phase 500V 4 Pole Change over Switch on suitable angle iron frame work with MS cable entry boxes with earth connection only. etc., complete complying with standard specification and as directed by the Departmental officers 214 Supply and clamping of 3 1/2 x 70 sq.mm PVC LTUG armoured LTUG cable on post or on wall with MS Clamps.etc., complete complying with standard specification and as directed by the Departmental officers 215 Supply and fixing of brass cable gland for 3 1/2 x 70 sqmm PVC armoured LTUG cable with earth connection. etc., complete complying with standard specification and as directed by the Departmental officers 216 Supply and providing cable end termination of 3 1/2 x 70 sqmm PVC LTUG Aluminium armoured cable with necessary aluminium cable sockets by crimping etc. with electrical connection complete etc., complete complying with standard specification and as directed by the Departmental officers 217 Supply and fixing of 32A TPN MC switch on suitable angle iron frame work with MS cable entry box with earth connection only. etc., complete complying with standard specification and as directed by the Departmental officers 218 Supply and fixing of 4 way Horizontal Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 No 32A 4P MCB as incoming and 12 Nos 6A to 32A SP MCB as outgoing in flush with wall with Earth connection only. Higher End etc., complete complying with standard specification and as directed by the Departmental officers 219 Supply and Laying of 31/2 x 25 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. etc., complete complying with standard specification and as directed by the Departmental officers 220 Supply and clarnping of 31/2 x 25sq.mm. PVC LTUG armoured cable on post or on wall with MS clamps. etc., complete complying with standard specification and as directed by the Departmental officers 221 Supply and fixing of brass cable gland for 31/2 x 25sq.mm. LTUG armoured cable with earth connection etc., complete complying with standard specification and as directed by the Departmental officers 222 Supply and fixing of 250 Amps TPN sheet double break switch with HRC fuse and neutral on suitable angle iron frame work with MS cable entry boxes and with earth connection only etc., complete complying with standard specification and as directed by the Departmental officers 223 Supply and Errection of 2Nos. 250A TPN switch disconnector fuse units interior only with HRC fuse Double Break in the existing MV panel board made up of 16 SWG CRCA sheet steel with supply and fixing of the following interior mounting fuse switch with HRC fuses arrangement in two Vertical rows with one switch over the other, with a central bus bar chamber and two ends one on each side next to the fuse switch chamber and cable alloy conforming to IE rules.The bus bar chamber will consist of suitable size of tinned copper flat for phase and neutral buses on epoxy moulded bus insulated at proper and sufficient spacing between the buses as per IE Rules. This bus bar chamber should be segregated from the adjacent chamber by providing hylem sheet of suitable thickness as partisans. 2 Nos 50x6 mmand 2 Nos 25x3mm tinned copper flats should be provided all round the panel for earth bus.The capacity of the switches size of incoming and out going cable the place to which the supply is feed shall be mounted on switch chamber with necessary earth connection etc., complete complying with standard specification and as directed by the Departmental officers 224 Supply and Fixing of AC/DC 2 Module Gang Bell suitable for 230Volts 50c/s single phase AC supply on suitable angle iron frame work with 1/2 module flush mounting box (GI) and 2 module white cover plate with frame (Plastic) with 6A Bell Push-1 Module with necessary connection. (Higher End) etc., complete complying with standard specification and as directed by the Departmental officers 225 Supply and run of 2 of 1.5 sq mm (22/0.3) PVC insulated SC unsheathed Cu Conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling and making good of the concealed portion with painting of suitable colour etc., complete complying with standard specification and as directed by the Departmental officers
Contract Date: Feb 11, 2026 Contract Value : ₹ 16.70 Crore
Local Bodies No of Bidders 4
Tamil Nadu View Result →
Haryana View Result →
38.
Drinking Water Supply and Sanitation #9758584 AOC
Tender for Kot:- Drilling Of 01 No. Tubewell And Installation Of 01 No. Pumping Machinery In Village Kot By Dr Rig. Method Only Distt. Faridabad. And All Other Work Contingent To Thereof. Name Of Site:- Kot. Rs. 4.20 Lacs
Contract Date: Mar 10, 2026 Contract Value : ₹ 2.92 Lakh
Government Departments No of Bidders 3
Haryana View Result →
39.
Public Administrative Department #9686261 Technical Bid
Tender For Renovation Of Auditorium At Nac Barpali- 1 Earth work in excavation of foundation trenches in all type of soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge. 2 Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. 3 Supplying of filling sand in foundation and plinth including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of Engineer-In-Charge. 4 Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in floor and plinth including tempering, curring, shuttering etc. complete all depth and height including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. 5 Fly ash Brick masonry using bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix (1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.GROUND FLOOR 6 Providing and laying plain cement concrete 1:2:4 (1 cement: 2 sand: 4 stone aggregate 12mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc.complete all depth and height including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. 7 Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. 8 First Floor 9 Column 10 Roof Beam 11 Roof Slab 12 Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. 13 First Floor 14 Fly Ash. brick masonry of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with approved grade cement and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge 15 First Floor 16 12mm cement plaster to out side of brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. 17 Ground floor 18 First floor 19 16mm cement plaster to inside of brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. 20 Ground floor 21 First floor 22 6 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. 23 Ground floor 24 Supplying, fitting & fixing of 8-25 mm thick & size of 600x600 mm vertified floor tile of matt finish with veilcraft (VC/FT ) shield( Scratch free/stain free) with water absorption limit between 0.08% to 3% and conforming to IS : 15622:2006 (Group B Ib). laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge (for New Work only ) 25 Ground floor 26 Supplying, fitting & fixing of 8-25 mm thick and size of 600x600 mm vertified wall tile of in dadoes, skirting and risers of steps of laid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge. 27 Ground floor 28 Supplying , fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures in all respect including cost of materials, conveyance, loading & unloading and taxes of all materials and cost of all labour, sundries, T & P etc. required for all the work complete as per the directions of Engineer -in-charge. 29 Ground Floor 30 Providing and fixing seasoned sal wood work in frames at any locations including doors, windows,cupboard, clerestory and other frames fixing in position including cost of hinges, M.S. flat (30mm x 6mm) hold fasts lugs or dash fasteners of required dia and length as per drawing / specification, at all floors and all heights. 31 Ground floor 32 32mm piasal wood or local Teak wood panelled shutters moulded panels with all labour, iron fittings, and wooden hinged cleats etc fitted and fixed complete in all respect 33 Ground floor 34 Supplying and Fixing of M.S. Grills, M.S.Doors, M.S. Gate etc including cost,conveyance of all materials,priming,and labour for fitting fixing etc.complete as per the instruction of Engineer-in-Charge 35 Ground floor 36 Priming one coat with wall cement primer (water bound) to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, taxes of all materials, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. 37 Ground floor 38 First floor 39 Painting two coats with approved anti-fungal weather seal paints (ISI) of approved colour, shade on wall surface over a coat of wall primer(ISI) water bound including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour,labour cess with T&P etc, complete as per specification & direction of Engineer-in-charge. 40 Ground floor 41 First floor 42 Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make and finishing the surface smooth and even by sand papering to receive painting in walls, at all heights with staging wherever necessary with cost, conveyance, taxes of all materials, cost of all labour,labourcess, all T&P etc. required for the work complete in all respect as per the direction of the Engineer-in-charge. 43 Ground floor 44 First floor 45 Painting two coats with approved plastic emulsion paint over a coat of wall primer of make Dulux / Berger / Asian to inside surface of walls finished with Acrylic Wall putty (water based) of make (Birla / JK) and finished smooth & even surface to receive painting using roller to the final coat including cost of scaffolding staging charges with cost, conveyances, taxes of all materials, cost of labour, T&P required for the work etc. complete for all floors as per specification & direction of the Engineer-in-charge. Note :- Sample of Paint & Primer shall be approved before procurement and use. 46 Ground floor 47 First floor 48 Painting two coat with approved synthetic enamel paint to new iron work over a coat of Red oxide primer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer in charge. 49 Ground floor 50 Painting two coat with approved synthetic enamel paint to new wood work over a coat of Red oxide primer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer in charge. 51 Ground floor 52 Supplying, fitting and fixing of Stainless steel of 304 grade in hand ralling using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm X 32mm X 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm X 32mm X 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes, all materials, labour, T&P etc. required for the complete in all respect. 53 Ground floor 54 Preparation of fabrication drawing (shop drawing approved by EIC) and supply ,fabrication , erection,testing & commissioning of structural steel work in built up tubular(round,square,rectangular hollow tubes etc.) trusses etc. inlcuding cutting,hoisting,fixing in position and painting with one coat of red oxide primer and two coats of enamel paint,including cost of all material,labours, all consumables,all required plants & machinery,conveyance, loading and unloading, all taxes (excluding GST) etc all complete as per the direction of Engineer-in-charge. 55 Providing & Fixing of prefabricated insulated roofing consisting of 0.5mm TCT colour coated trough galvalume sheet (AZ-150) on exposed side, 0.5mm TCT colour coated plain galvalume sheet (AZ-150) with light groove on the inner side with Rockwool Slab of 100Kg/M3 density converted to lamellar as the core material. Rockwool Slab is bonded to steel sheet with industrial grade adhesive, having thickness of 50mm (at the valley position between outer and inner sheets) including fixing of ridge,flashing and gutter complete in all respect as per shop drawing submitted by contractor and approved by EIC including the cost of all labours, materials, conveyance, loading and unloading, all taxes (excluding GST) and sundries and T&P etc all complete as per direction of the Engineer -in-charge. 56 MAIN GATE WITH COMPOUNT WALL RAISING 57 Earth work in excavation of foundation trenches in all type of soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge. 58 Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. 59 Supplying of filling sand in foundation and plinth including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of Engineer-In-Charge. 60 Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in floor and plinth including tempering, curring, shuttering etc. complete all depth and height including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. 61 Providing and laying plain cement concrete 1:2:4 (1 cement: 2 sand: 4 stone aggregate 12mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc.complete all depth and height including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. 62 First class Fly ash Brick masonry using bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge. 63 Fly Ash. brick masonry of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with approved grade cement and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge 64 RCC work M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centring and shuttering and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in proper position as per direction of the Engineer in charge 65 Footing: - 66 Column up to Plinth: - 67 Plinth Beam: - 68 Column up to First Floor: - 69 Beam: - 70 Roof Slab: - 71 Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. 72 Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. 73 12mm cement plaster to out side of brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. 74 Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. 75 Supplying, fitting & fixing in all floors of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar/ flat including stair case hand railing with 40mm. dia G.I.pipe etc. including painting two coats over a coat of redoxide primer as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. 76 Priming one coat with wall cement primer (water bound) to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. 77 Wall painting two coats with Antifungal weather coat paint (1st quality) exterior grade of approved make & approved shade over a coat of primer to make an even finished surface in all floors and heights with all scaffolding and staging charges including cost, conveyance, cost of all labours, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge. 78 Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make and finishing the surface smooth and even by sand papering to receive painting in walls, at all heights with staging wherever necessary with cost, conveyance, cost of all labour,labourcess, all T&P etc. required for the work complete in all respect as per the direction of the Engineer-in-charge. 79 Painting two coat with approved synthetic enamel paint to new iron work over a coat of Red oxide primer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer in charge. 80 PAVER BLOCK 81 Clearing and grubbing roads and 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. 82 Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge. 83 Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. 84 Sand filling as per approved drawing and technical specifications as per Section 2100 of MoRT&H Specifications for Road & Bridge works (4th Revision). 85 Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in floor and plinth including tempering, curring, shuttering etc. complete all depth and height including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. 86 Cement Concrete (1:2:4) using 12mm size hard granite C.B. chips approved quality from approved quarry including cost, carriage, royalty, cost of all labour. etc complete and as directed by E.I.C. 87 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) 88 Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018. 89 Supplying and fixing of Pre cast kerb stone of size 300mm x 300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984. 90 DRAIN 91 Earth work in excavation of foundation trenches in all type of soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge. 92 Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. 93 Supplying of filling sand in foundation and plinth including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of Engineer-In-Charge. 94 Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in floor and plinth including tempering, curring, shuttering etc. complete all depth and height including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. 95 RCC work M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centring and shuttering and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in proper position as per direction of the Engineer in charge 96 Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. 97 Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. 98 INTERNAL AND EXTERNAL P.H, SANITARY WORKS 99 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778, having thermal stability for hot & cold water supply, including 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 100 20mm dia C - PVC pipe 101 25mm dia C - PVC pipe 102 32mm dia C - PVC pipe 103 40mm dia C - PVC pipe 104 Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials including cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge. 105 15mm dia CP angle stop cock (Con-CHR-053KN Jaquar make) 106 15mm dia CP two in one bib cock (Con-CHR-041KN Jaquar make) 107 15mm dia CP Long Body Bib cock (Con-CHR-107KN Jaquar make) 108 15mm dia CP Pillar cock (Con-CHR-011KN Jaquar make) 109 25mm dia brass full way valve (Shakti make) 110 32mm dia brass full way valve (Shakti make) 111 15mm dia CP Health faucet (Con-ALD-MCH-573 Jaquar make) 112 15mm CP Extension piece 113 125mm CP grating 114 15mm size C.P. flange 115 Supplying all materials , labour, T&P and fixing rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc. including hoisting upto a height of 5 metres above ground level and placing the tank to the required position and providing 5.40 mtr. lengthx0.25 mtr width KB brickwork in cement mortar (1:6) of 0.46m height in staging and 0.13mtr thick circular protection wall of 0.46mtr height to support the tank,12mm thick cement plaster in cement mortar (1:6) over brick work, RCC slab of size 1.60mX1.60m and 0.10m thick ,RCC beam of 0.25mx0.30m and 3.40m average length in cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips and required steel reinforcement including centering and shuttering,watering,curing ,cost of all materials,conveyance of all materials to worksite , payment of royalty, all taxes etc.all complete as per approved drawing , P.H. specification and direction of Engineer-in-charge 116 1000 liters capacity PVC water storage tank 117 2000 liters capacity PVC water storage tank 118 supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings including watering, curing, cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per direction of Engineer-in-charge. 119 Supplying all materials , labour, T&P and cutting holes in RCC floors and roofs upto 19cm thick for passing P.V.C pipes and G.I fittings etc. , and repairing the holes after insertion of pipe etc. with cement concrete (1:2:4) including finishing complete so as to make it leak-proof as per P.H. specification and direction of Engineer-in-charge 120 Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages including watering , curing , cost & conveyance of all materials to worksite, payment of royality, taxes etc all complete as per direction of the Engineer-in-charge. 121 Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturers specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge. 122 110mm U-PVC SWR Pipe (Ori Plast/Finolex/Supreme Make Type-B) 123 110mm U-PVC ‘P’ Trap(Ori Plast/Finolex/Supreme Make) 124 110mm U-PVC door bend(Ori Plast/Finolex/Supreme Make) 125 110mm U-PVC Plain bend(Ori Plast/Finolex/Supreme Make) 126 110mm U-PVC offset without ear(Ori Plast/Finolex/Supreme Make) 127 110mm U-PVC Cowl(Ori Plast/Finolex/Supreme Make) 128 110mm U-PVC S/Jn door(Ori Plast/Finolex/Supreme Make) 129 110mm U-PVC Plain tee(Ori Plast/Finolex/Supreme Make) 130 110mm U-PVC D/Jn door(Ori Plast/Finolex/Supreme Make) 131 110mm U-PVC Door tee(Ori Plast/Finolex/Supreme Make) 132 110mm U-PVC Socket(Ori Plast/Finolex/Supreme Make) 133 Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge 134 10 ltr. Capacity pvc L.L. cistern with 32mm. Dia CP long flush bend ( Slimline-white-Parryware make ) 135 Supplying all materials,labour,T&P and fixing Flat back lipped wall (Mini stall urinal -630mmx180mm) urinal of the following sizes including connecting the urinal with 32mm. dia pvc waste pipe 910mm. long by means of white lead mixed with chopped hemp, fixing 32mm. dia CP dome waste, 15mm. dia CP spreader including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc. all complete as per specification and direction of the Engineer in charge Half stall urinal 136 Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet(European type W.C. pan)with integral p or s trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing , cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge 137 European water closet with p trap plain(Hindware/Parryware/Neycer make) 138 One piece commod(Hindware)ELEMENT Cat No.92084. 139 Supplying all materials, labour T&P and fixing wash basins with hole for pillar taps with cast iron or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered Hot and Cold with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, cost & conveyance of all materials to worksite, payment of taxes etc. all complete as perP.H specification and direction of the Engineer-in-charge 140 Supplying all materials, labour, T&P for fitting & fixing plain edge kitchen/wall sink of all standard sizes with a pair of bracket, C.P. waste, trap & P.V.C. waste pipe & painting brackets including supply of cement concrete & mortar etc. all complete. 24” x 18” x 10” sink 141 Supplying all materials, labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge 142 Towel ring 143 Supplying all materials, labour, T&P and fixing standard sized glass-shelf with CP brass brackets and guard rail complete fixed to wooden plugs with CP screws as per specification and direction of Engineer in charge. 144 600mmx125mm plate glass shelf with CP/NP guard rails. 145 Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm.thick A.C. sheet or ply wood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of Engineer in charge. 146 600mmx450mm size B.E mirror (swivelled type) 147 Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge 148 CP soap holder 149 Supplying all materials , labour, T&P and cutting holes through existing brick or laterite masonry wall for taking U-PVC pipes and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge 150 Supplying all materials , labour, T&P and cutting of RCC chajja for taking HCI or U-PVC pipe and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge 151 Supplying all materials ,labour ,T&P and constructing Inspection Chamber of inside size 760mmx760mmx460mm with cement concrete (1:3:6) using 40mm size crusher broken hard black granite metal on bed , KB brick work in cement mortar (1:6) in foundation and plinth, moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips, 12mm thick cement plaster (1:3) with cement punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab (1:2:4) using 12mm size crusher broken hard black granite chips with R.C.C man hole cover, earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc.all complete as per approved drawing, P.H specification and direction of Engineer-in-charge 152 Inside size 76cmx76cmx46cm with 18” dia RCC MH cover 153 Supplying all materials ,labour ,T&P and constructing gully trap chamber of inside size 250mmx250mm with 8cm thick RCC precast cover slab in cement concrete (1:2:4) mix using 12mm size crusher broken HG chips, foundation concrete (1:4:8) using 40mm size crusher broken HG metal on bed and around trap, KB brick work in cement mortar (1:6) in foundation and plinth and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap, 150mmX150mm size CI grating etc.all complete as per drawing, specification and direction of Engineer-in-charge 154 Supplying all materials, labour, T&P and providing cement concrete ( 1:4:8 ) with 4cm size crusher broken hard granite metal including watering, curing, cost of all materials,conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge38.48 x 0.10 155 Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge 38.48 x 0.10 156 Supplying all materials, labour, T&P and providing and fixing Vitrified tiles in floors, treads or steps and landing on 25mm thick bed of cement mortar (1:1) ( 1 cement : 1 sand ) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including watering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge ( ceramic floor tiles of premium grade having thickness 7mm to 8mm conforming to IS 13755 of size Kajaria/Somany/Johnson tile 60cmx60cm special printed series to be pre-approved by the Engineer-in-charge ) 157 Kajaria/Somany/Johnson tile 60cmx60cm 158 Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:4) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge. 159 Supplying all materials, labour, T&P and providing and fixing porcelain glazed tiles in dado skirting on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including watering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge( ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm conforming to IS 13753 of size Kajaria/Somany/Johnson tile 60cmx30cm special plain / printed series to be pre-approved by the Engineer-in-charge ) 160 Kajaria/Somany/Johnson tile 60cmx30cm 161 Factory made single leaf Solid WPC (Wood polymer) composite door shutter of 25mm thickcompacted with wood grain finish structural foam panel of 29mm thickness and a density of 650kg/cu.mtr shall be used as core material for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centres standards and specifications and the door shutters Conforming to relevant I.S.specification. The finish of door shutter will be plain colour white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. of make Rajshri Plastiwood/ Alstone/Aramstrong or euivalant as per direction of Engineer-in-charge. 9 x 0.76 x 2.10 162 Factory made Solid WPC door frame of size 90mmx45mm fabricated .The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The WPC frame shall be provided with The material and process for manufacturing the door frames shall conform to Relavent I.S.specification. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification. of make Rajshri Plastiwood/ Alstone/ Aramstrong or euivalant as per direction of Engineer-in-charge. 9 x 4.96 163 Supplying all materials, labour, T&P and providing fitting and fixing (Aqua guard) pure chill 80 PSS UV of size 750 x 570 x 1350mm hight with water storage capacity 80 liters along with 2 noa of faucets 1 for cold water and 1 for normal water including a flow of 1.5 ltr per munite etc all complete as per approved drawing , specification and direction of the Engineer in charge 164 Aqua guard pure Chill 80 PSS UV 165 Ext. S/D Portion 166 Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized P.V.C. pipe conforming to IS 4985/2000 of the following out side dia for class- 3 (0.60mpa ) including jointing with supply of approved solvent cement by non-heat application method/as per manufactures specification, provoding and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per P.H. specification and direction of the Engineer in charge 167 100mm dia P.V.C. pipe 168 150mm dia P.V.C. pipe 169 Supplying all materials labor T&P and constructing MH chamber of sizes earth work in excavation in all kinds of soil CC(1:1:8) with black granite chips size 46mm brick work with K.B. brick having crossing strength not less than 75 Kg /CM2 to 90 Kg/CM2s in CM(1:6)12mm C.P(1:8) inside MH chamber over benching with cement slush pointing (1:3)outside the MH chamber providing painting MS or CI step iron RCC(roof of slab with CC(1:2:4)with black granite chips size 12mm bending binding tying the grills placing of the reinforcement providing RCC color of required size refilling the cavity around the MH chamber with excavated earth including channeling the bed of MH etc all complete as per PH specification. 170 MH size 0.91m x 0.91 m with 0.45 m (18” dia RCC Cover ) 171 Supplying all materials labour T&P and constructing 1.80m dia x 2.60 m deep soak way pit with dry brick having crossing strength not less than 75Kg/CM2 to 99Kg/CM2 in CM(1:6) for the remaining 0.4572mm height of wall at top CC(1:3)inside and outside inside fill with dry brick khoa size 38mm ,CM thick RCC perforated slab to a height of 1.9012m from bottom covered by means of 50mmthick RCC wall cover in pieces filled with iron plugs including earth work in excavation refilling of cavity around the pit and painting the iron works complete as per PHD design and specification including carriage of all materials to site. 172 1 no 30 Users Septic tank 173 Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per direction of the Engineer-in-Charge. 174 4.09mx2.09mx1.50m= 175 Extra lifts of 1.50 mtr or part thereof over the initial lift of 1.5 mtr in all kinds of embankments and road works and ordinary earthwork in general. 176 4.09mx2.09mx0.63m= 177 Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 4cm size hard granite metal including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 178 4.09mx2.09mx0.08m= 179 Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12m size hard broken granite chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 180 Supplying all materials, labour, T&P and providing cement concrete (1:1½:3) with 12mm size crusher broken hard black granite chips for RCC works including hoisting, laying, watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per PWD specification and direction of the Engineer in charge. 181 3.66mx1.66mx0.10m= 182 Supplying all materials, labour, T&P and providing steel reinforcement of Fe-415 /Fe-500 grade for RCC work including cutting,bending,binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge,cost of steel, conveyance of all materials to worksite, payment of royalty,all taxes etc all complete as per PWD specification and direction of the Engineer-in-charge. 183 Supplying all materials, labour, T&P and providing rigid & smooth centering and shuttering for RCC works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of the Engineer-in-charge 184 RCC floor, roof slab chhaja up to 4.430 m height 185 Supplying all materials.labour.T&P and providing brick work in foundation and plinth with KB bricks having curshing strength not less than 75 kg/sqcm with dimensional tolerance+ 8% in cement mortar ( 1:3 ) including watering,curing,cost of all materials,conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer in charge. 186 Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:3) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge. 187 Supplying all materials, labour, T&P and providing cement punning including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 188 Supplying all materials labour T&P and fitting and fixing 12mm dia MS/CI step iron including supply of necessary CC(1:2:4) for fixing etc. complete as per PH specification. 189 Supplying all materials, labour T&P for providing fitting & fixing 100mm x 100mm SW Tee in wall including filling the recess with cement concrete (1:2:4) with 12mm size HG chips all complete including watering curing conveyance of all materials to work site payment of royalty all complete as per specification and direction of Engineer in charge. 190 Supplying all materials labor T&P filling sand in foundation and plinth with well watered and rammed etc all complete as per direction of Engineer-in-charge. 191 1 no 10 Users Septic tank 192 Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge. 193 Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge with 1st extra lift of 1.50 m over initial laft. 194 Supplying all labor T&P & filling foundation and plinth with excavated materials well watered & rammed etc. all complete as per direction of EIC. 195 Supplying all materials, labour, T&P and providing cement concrete ( 1:3:6 ) with 4cm size crusher broken hard granite metal including watering, curing, cost of all materials,conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge 196 Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge 197 Supplying all materials, labour, T&P and providing cement concrete (1:1½:3) with 12mm size crusher broken hard black granite chips for RCC works including hoisting, laying, watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per PWD specification and direction of the Engineer in charge. 198 Supplying all materials, labour, T&P and providing steel reinforcement of Fe-415 /Fe-500 grade for RCC work including cutting,bending,binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge,cost of steel, conveyance of all materials to worksite, payment of royalty,all taxes etc all complete as per PWD specification and direction of the Engineer-in-charge. 199 Supplying all materials, labour, T&P and providing rigid & smooth centering and shuttering for RCC works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of the Engineer-in-charge 200 Supplying all materials.labour.T&P and providing brick work in foundation and plinth with KB bricks having curshing strength not less than 75 kg/sqcm with dimensional tolerance+ 8% in cement mortar ( 1:3 ) including watering,curing,cost of all materials,conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer in charge. 201 Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:3) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge. 202 Supplying all materials, labour, T&P and providing cement punning including watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per specification and direction of the Engineer-in-charge 203 Supplying all materials labour T&P and fitting and fixing 12mm dia MS/CI step iron including supply of necessary CC(1:2:4) for fixing etc. complete as per PH specification. 204 Supplying all materials, labour T&P for providing fitting & fixing 100mm x 100mm SW Tee in wall including filling the recess with cement concrete (1:2:4) with 12mm size HG chips all complete including watering curing conveyance of all materials to work site payment of royalty all complete as per specification and direction of Engineer in charge. 205 Construction of 1nos production wells including scientific source finding through consolidated and unconsolidated rock with down the hammer drilling rig or combination rig with PVC pipe and installation of submersible pump set with all acessories 206 Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only 207 Drilling of 200mm dia bore 208 00 mtr to 30mtr 209 30 mtr to 45mtr 210 Drilling of 150mm dia bore 211 45 mtr to 215.00mtr 212 Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity from ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and slotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials. 213 Lowering of 200mm dia P.V.C casing pipes 214 00 mtr to 30 mtrs 215 30 mtr to 60mtr 216 Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads in accordance with DIN 2999 part-1/DIN-42225 part-II specification length of pipe (laying length) will be 3 mtrs. The pipes shall be supplied with both external and threaded with free socket. The pipe having external thread at one end i.e female and or belled end. The female end having internal thread is to be belled in order to accept the male end while jointing pipes with a bore threading shall be provided with a greave at the roof of the male thread accomodate flexible PVC/Rubber O ring to make the joint water tight colour of the pipe shall be blue. The name of the manufacture along with batch No class of pipe shall be stranded legibly of each pipe length. 217 200mm dia PVC (sch-80) pipe 218 Supplying all materials, labour, T&P and providing and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all complete as per direction of the Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing (excluding cost of cement which will be supplied directly by the department) 219 Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge 220 By DTH Rig 221 Supplying all materials, equipment, labour & conducting reconnaissance survey, integrated Hydrological and Geophysical (Electrical Resistivity Method) survey & selection of potential source for exploration of Ground Water including selection and recommendation of site for drilling wells in selected locations in any part of Orissa under the following Geological formation: 222 Rocky terrain with boulder formation for 300m depth 223 Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge (Texmo/Crompton Greaves/Kirloskar make) 224 1 H.P. Single phase/ three phase 3 stage head renge of 20 to 35 mtr with discharge capasity 145 to 110 L.P.M With outlet dia 25 mm (keeping 100% standby) 225 DOL Control panel 226 40mm dia steel short piece 227 Well cap 228 50mm size CI bracket 229 2.50sqmm flat cable 230 20mm dia rigid UPVC pipes 231 Steel rope with cover 232 Labour charges for lowering including transportation 233 Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor HDPE pipes and pipe fittings conforming to IS: 4984/2000 (10kgf/sqcm) of the following nominal bore with clamps and jointing by Fusion welding method including testing, making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge 234 32mm HDPE pipes (Finolex/Supreme make) Please Enable Macros to View BoQ information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Odisha View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
Haryana View Result →
45.
Drinking Water Supply and Sanitation #9662857 AOC
Tender for Sunari- Drilling Of 02 No. Tubewell And Installation Of 02 No. Pumping Machinery In Village Sunari By Dth Rig. Method Only Distt. Nuh And All Other Work Contingent To Thereof. Name Of Site:- Sunari.. Rs. 15.35 Lacs
Contract Date: Feb 25, 2026 Contract Value : ₹ 10.19 Lakh
Government Departments No of Bidders 3
Haryana View Result →
Haryana View Result →
47.
Defence #9629513 AOC
Tender For Provision Of Rain Water Harvesting Solution At Nabha And Special Repair To Existing Drain At Patiala Under Ge (South) Patiala; 2 Demolition of brick work masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed.NOTE :- The rates incl scaffolding/ladders etc as required up to 12 m bldg height, not paid separately. 3 Demolition of Cement Concrete(unreinforced) in Floors and Pavings n exc 15cm Thickness (below or above Ground level) complete all as specified and as directed. 4 M&L fly ash Brick work using modular size bricks with sub class B bricks curved on plan with mean radius not exc 6m with bricks roughly cut to radius or bricks with wedge shaped jointsbuilt in cement mortar 1:4 complete all as specified and as directed. 5 M&L fly ash Brick work using modular size bricks with sub class B bricks curved on plan with mean radius not exc 6m with bricks roughly cut to radius or bricks with wedge shaped jointsbuilt in cement mortar 1:6 complete all as specified and as directed. 6 M&L for brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and as directed. 7 M&L for brickwork with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 but except bricks complete all as specified and as directed. 8 M&L for flush pointing to brick walls or on edge in Cement mortar 1:3, complete all as specified and as directed. 9 M&L for raking out joints/ pointing to brick work in walls or to bricks on edge in floors, surface channels, roofs, etc. in cement mortar and flush pointing to brick wall in CM 1:3 complete all as specified and as directed. 10 M&L for plain cement concrete (1:3:6) type C-2using 40 mm graded stone aggregate as in bed of drains, foundation filling and mass concrete complete all as specified and as directed. 11 M&L for concrete bed in cement concrete 1:3:6 type C-2 to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and as directed. 12 M&L for reinforced concrete pipes bore 450mm, class NP3, laid and jointed complete with collars complete all as specified and as directed. 13 M&L for Pre-polished rubber moulded machine pressed precast concrete interlocking paver block(50% red and 50% grey colour for making patterns) of any approved shape and size conforming to IS 15658-2006 of 80mm thickness,M-40 Grade with grey cement and pigment laid over 25mm thick sand cushioning complete all as specified and as directed. 14 Taking down cement plaster of any description, any thickness from external surfaces of walls/soffits etc. incl raking out joints, hacking for keys, scrubbing down with water etc complete all as specified and as directed. 15 Material andLabour for 15mm thick rendering on any faces of brick work, concrete surfaces in cement mortar 1:4 ,finished even and fair, complete all as specified and as directed. 16 Material and labour for two coat of cement base paint over newly plastered surface including preparation of surface complete all as specified and as directed. 17 M&L Cement Concrete (1:4:8) type D-2 using 40mm stone graded aggregate as in sub base of floor, foundations filling & mass complete all as specified and as directed. 18 M&L for earth work in excavation by mechanical means (Hydraulic excavator)/ 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed. 19 Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches complete all as specified and as directed. 20 S&F MS hollow rectangular/square/circular tubes/pipes of YST 310 Grade as in frame work for Framed work as in doors or gates/ roofs/ rafters/ purlins/ chajjas/ trusses/ columns/ struts etc and like similar items etc.complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete and similar work complete all as specified and as directed. 21 S&F Aluminium Composite Panel (ACP) sheet 3mm thickness of approved colour/shade fixed to frame workat height of 5 to 7 mtrs complete all as specified and as directed. 22 M&L for preparing steel and iron surfaces of any description including purlins/ rafters/ trusses/ columns/ struts etc and the like works n.exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. 23 M&L for Granite (Jet Black colour/shade-South Indian) of any type machine cut as in flooring shelves/steps/counter tops/gate pillars etc, 18-20 mm thick, set and jointed in cement slurry over & including screed bed of 15 mm thick rendering in cement mortar (1:4) and pointed in cement mixed with pigment to match the shade of slab or with suitable adhesive for fixing on unpolished kota stone slabs and including rubbing, cutting and mirror type polishing and bull nose on exposed sides complete all as specified and as directed.Note : Single piece should be used in steps/cills/jambs/shelves/gate pillars. 24 M&L for removing excavated material exc. 250 m but n exc. 500 m and depositing where directed and complete all as specified and as directed. 25 M&L for PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate as in benching for manholes, bands , coping , bed plate etc with slightly chamfered or rounded angles including necessary form work, if any, and finishing exposed surface even and smoothwithout using extra cement complete all as specified and as directed. 26 S&F 70mm thick SFRC Factory made drain covers with perforations and with MS frame of flat iron minimum 1.25mm thick complete all as specified and as directed. 27 M&L for earth work in excavation in all types of soil by mechanical means (Hydraulic excavator) 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 1.5m, complete all as specified and as directed. 28 M&L for earth work in excavation in all types of soil by mechanical means (Hydraulic excavator) 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 1.5m to 3.0m, complete all as specified and as directed. 29 M&L for 40mm th. Damp proof course in cement concrete 1:2:4 using 12.5mm graded stone aggregates to horizontal or vertical surfaces including necessary formwork complete all as specified and directed. 30 M&L steel wire fabric, wire of dia 2.45 mm and size of mesh 25 mm fixed to steel member all as specified , wt n. exceeding 4 kg/Sqm complete all as specified and as directed. 31 M&L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed. 32 M&L for loose filling with broken stone boulders aggregates of gauge 40 to 80 mm in soakage pits, soakage wells complete all as specified and as directed. 33 M&L for loose filling with broken stone aggregates of size 5-10 mm in soakage pits, soakage wells complete all as specified and as directed. 34 M&L incl spreading and levelling in layers of coarse sand of size (1.5 mm to 2.0 mm) all as specified. in soakage pits, soakage wells complete all as specified and as directed. 35 M&L for drilling pilot bore hole of 150 mm dia by rotary method (Direct/reverse) through rig machine for injection well in any kind of soil strata or rock including disposal of surplus soil/rock to a distance not exceeding 50 metre complete all asspecified including deploying required rig machinery , T&P , equipment etc, complete including transporting of all materials like rig machine , tools & plants , collection of log samples (drilling /cutting ) and to maintain drill time log book(For 02 bore holes). 36 M&L for reaming of 150 mm pilot bore hole to 300 mm bore with direct circulation rig machine / reverse rotary circulation method in any kind of strata of soil /rock from ground level to 100 Metre depth below ground level all as specified and directed (For 02 bore holes). 37 Note for Item No. 1 & 2 :-(i)The following activities are to be carried out and reports as mentioned to be submitted by the contractor which is deemed to be included in the rates quoted:-(a)Taking the sample of strata at every 3.0 m interval and every change in strata and preparation of litho logs based on these samples. (Cost of provn of sample strata box of size 1200x750x100 mm of specifications as directed by GE shall be deemed included in the quoted rates).(b) Preparation of drill time log and submitting to department.(ii) The change in upper or lower limit of depth of boring from ground level with a particular dia drill will not amount to any deviation and rates quoted against these items is only applicable even if drilling depth varies from Sch and nothing extra admissible on this account. 38 Supply, assembling, jointing, lowering and fixing in position PVC plain casing pipe, heavy duty of size 150 mm dia with wall thickness 7.5 to 8.5 mm conforming to IS-4985 having male threads at spigot end and female threads at socket end screwed and socket type in all jointing accessories complete all as specified and as directed. 39 Supply assembling, jointing, lowering and fixing in position PVC screen casing pipe, heavy duty of size 150 mm dia having slot of size 1.5 mm wall thickness 7.5 to 8.5 mm conforming to IS-4985 having male threads at spigot end and female threads at socket end screwed and socket type in all jointing accessories complete all as specified and directed. 40 S&F PVC bail plug assembly suitable for 150 mm nominal bore PVC casing pipe internally threaded and jointed with casing pipe complete all as specified and as directed . 41 S&Fmild steel housing clamps 1050 mm long 200 mm wide made out of 12 mm thick MS plate made to shape for 300 mm bore casing pipe with necessary bolts , nuts and washers at ground level complete all as specified and as directed. 42 S&F PVC well cap 8 mm thick, Suitable for 150 mm bore , having internal threads complete all as specified and as directed. 43 M&L for development of injection bore well by using air compressor of suitable capacity for removing the drilling mud and finer sediments in the surrounding of borewell screens complete all as specified and as directed (8 hours for each well ) 44 Supply and packing pea gravel of size 2 mm to 5 mm all around casing pipe and slotted pipe complete all as specified and as directed. 45 S&F PVC cross of size 150 mm with 100 mm branches heavy duty having internal thread complete all as specified and directed. 46 S&FPVC screened collector pipe having slot of 1.5 mm size heavy duty of size 100 mm dia complete all as specified and directed
Contract Date: Feb 20, 2026 Contract Value : ₹ 44.11 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 8
Punjab View Result →
48.
Defence #9629512 AOC
Tender For Provision Of Rain Water Harvesting Solution And Special Repair To Existing Drain System At Various Location At Sangrur Under Ge (South) Patiala.; 2 Earth work in excavation in all types of soil by mechanical means (Hydraulic excavator) 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 1.5m, complete all as specified and directed. 3 Excavating in trenches in soft/loose soil, n exc 1.5 m wide and depth 3.0m to 4.5m; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and directed. 4 M&L cement concrete 1:4:8 type D-2 using 40mm graded aggregate as in foundation, filling and mass concrete etc complete all as specified and directed. 5 M&L for brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and directed. 6 M&L for 40mm th. Damp proof course in cement concrete 1:2:4 using 12.5mm graded stone aggregates to horizontal or vertical surfaces including necessary formwork complete all as specified and directed. 7 M&L for removing excavated material exc. 250 m but n exc. 500 m and depositing complete all as specified and directed. 8 M&L for returning, filling in, spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each complete all as specified and directed. 9 M&L for rendering 15mm thickin cement mortar (1:4) on any face of concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. 10 M&L for PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate as in benching for manholes, bands , coping , bed plate etc with slightly chamfered or rounded angles including necessary form work, if any, and finishing exposed surface even and smoothwithout using extra cement complete all as specified and directed. 11 M&L steel wire fabric, wire of dia 2.45 mm and size of mesh 25 mm fixed to steel member all as specified , wt n. exceeding 4 kg/Sqm complete all as specified and directed. 12 M&L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. 13 M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed 14 M&L for RCC M25 (Design mix) Beams, cantilevers, lintels, columns pillars, piers, posts, struts, chullah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs etc. or in similar articles upto 5th floor level complete all as specified and directed 15 M&L for Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. 16 M&L for applying two coats of synthetic enamel paint over one coat of red oxide including preparation of steel surface over 10 cm width or girth complete all as specified and directed. 17 M&L for PCC (1:3:6), 50mm thick using 20mm crushed stone aggregateas in PCC path/ plinth protection finished the surfaces even and smooth with out using extra cement complete all as specified and directed. 18 M&L for loose filling with broken stone boulders aggregates of gauge 40 to 80 mm in soakage pits, soakage wells complete all as specified and as directed. 19 M&L for loose filling with broken stone aggregates of size 5-10 mm in soakage pits, soakage wells complete all as specified and as directed. 20 M&L incl spreading and levelling in layers of coarse sand of size (1.5 mm to 2.0 mm) all as specified. in soakage pits, soakage wells complete all as specified and as directed. 21 Earth work in excavation by mechanical means (Hydraulic excavator)/ 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. 22 M&L cement concrete 1:3:6 type C-2 using 40mm graded aggregate as in foundation, filling and mass concrete etc complete all as specified and directed. 23 M&L for Flush pointing in CM 1:3 to brick walls or on edge complete all as specified and directed. 24 S&F 70mm thick SFRC Factory made drain covers with perforations and with MS frame of flat iron minimum 1.25mm thick complete all as specified and directed. 25 Demolition of Brick walling, stone masonry built in cement mortar including all quoins arches pillars etc and pre-cast block walling etc complete all as specified and directed. 26 Demolition of cement concrete in ground floor and paving n.exc 15 cm thick (below or above ground level) etc complete all as specified and directed. 27 Demolition of Concrete reinforced of any description and in any position not otherwise specifically provided for complete all as specified and directed 28 M&L for brick work in cement mortar (1:6) using sub class B bricks straight or curved on plan exc 6.0 m mean radius complete all as specified and directed. 29 All as per item no 28 above butusing old bricks complete all as specified and directed. 30 M&L for PCC (1:2:4) type B-1 using 20mm graded aggregate as in coping including necessary form work complete all as specified and directed. 31 M&L for RCC 1:2:4 nominal mixusing 20 mm graded stone aggregate as in Drain cover (pre cast) complete all as specified and directed. 32 Supply and laying 600 mm Reinforced Concrete pipes class NP3 laid and jointed complete with collers complete all as specified and as directed. 33 Supplying and Laying Precast RCC Culvert havingwall th (150mm -200 mm) including reinforcement ,joint filling with cement concrete (size -1.2m x1 .2m x1m ) and having wt passing Capacity(2.5 to 15 ton ) complete all as specified and as directed. 34 M&L for cleaning of blockage in existing Drainage lines of 450mm to 600mm dia by rodding from one end to next end and washing through in fresh water including removing all sludge/Mud from the Drainage lines and disposing off sludge/mudoutside the defence land (area specified by the municipal corporation for disposal)complete all as specified and directed.Note :- Cost of all T & P required is included in quoted rate. 35 M&L for cleaning of blockage in existing Drainage line including removing all Mud/grass/debris from the drainage lines and disposing off mudoutside the defence land and maintain slop of drain complete all as specified and directed. Note :- Cost of all T & P required is included in quoted rate. 36 Excavation in soft/loose soil in trenches n. exc 1.5m wide and n.exc 1.5 mtr in depth for foundation etc. or for shafts, well, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 mtr in depth and getting out complete all as specified and directed. 37 M&L for removing excavated soil to a distance N. exc 50 metreand depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed. 38 M&L for Drilling pilot bore hole of 150 mm dia by rotary method (Direct/reverse) through rig machine for injection well in any kind of soil strata or rock including disposal of surplus soil/rock to a distance not exceeding 50 metre complete all asspecified including deploying required rig machinery , T&P , equipment etc, complete including transporting of all materials like rig machine , tools & plants , collection of log samples (drilling /cutting ) and to maintain drill time log bookcomplete all as specified and directed.(For 02 bore holes). 39 M&L for Reaming of 150mm pilot bore hole to 300 mm bore with direct circulation rig machine / reverse rotary circulation method in any kind of strata of soil /rock from ground level to 100 Metre depth below ground level complete all as specified and directed. (For 02 bore holes) 40 Note for Item No. 1 & 2 :-(i)The following activities are to be carried out and reports as mentioned to be submitted by the contractor which is deemed included in the rates quoted:-(a)Taking the sample of strata at every 3.0 m interval and every change in strata and preparation of litho logs based on these samples. (Cost of provn of sample strata box of size 1200x750x100 mm of specifications as directed by GE shall be deemed included in the quoted rates).(b) Preparation of drill time log and submitting to department. (ii) The change in upper or lower limit of depth of boring from ground level with a particular dia drill will not amount to any deviation and rates quoted against these items is only applicable even if drilling depth varies from Sch and nothing extra admissible on this account. 41 Supply, assembling, jointing, lowering and fixing in position PVC plain casing pipe, heavy duty of size 150mm dia with wall thickness 7.5 to 8.5 mm conforming to IS-4985 having male threads at spigot end and female threads at socket end screwed and socket type in all jointing accessories complete all as specified and as directed. 42 Supply assembling, jointing, lowering and fixing in position PVC screen casing pipe, heavy duty of size 150mm dia having slot of size 1.5 mm wall thickness 7.5 to 8.5 mm conforming to IS-4985 having male threads at spigot end and female threads at socket end screwed and socket type in all jointing accessories complete all as specified and directed. 43 S&F PVC bail plug assembly suitable for 150mm nominal bore PVC casing pipe internally threaded and jointed with casing pipe complete all as specified and as directed . 44 S&FMid steel housing clamps 1050 mm long 200mm wide made out of 12 mm thick MS plate made to shape for 300 mm bore casing pipe with necessary bolts , nuts and washers at ground level complete all as specified and as directed. 45 S&F PVC well cap 8 mm thick, Suitable for 150 mm bore , having internal threads complete all as specified and as directed. 46 M&L for Development of injection bore well by using air compressor of suitable capacity for removing the drilling mud and finer sediments in the surrounding of borewell screens complete all as specified and as directed (8 hours for each well ) 47 Supply and packing pea gravel of size 2 mm to 5 mm all around casing pipe and slotted pipe complete all as specified and as directed. 48 S&F PVC cross of size 150 mm with 100 mm branches heavy duty having internal thread complete all as specified and directed. 49 S&FPVC screened collector pipe having slot of 1.5 mm size heavy duty of size 100 mm dia complete all as specified and directed
Contract Date: Feb 20, 2026 Contract Value : ₹ 35.80 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 2
Punjab View Result →
Haryana View Result →
Haryana View Result →
TenderDetail
Loading tenders