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Tender For Repair And Renovation Of Tourist Office Baripada In Mayurbhanj District Such As Boundary Wall And Periphery Works, baripada-Odisha

Orissa Tourism Development Corporation Limited has published Tender For Repair And Renovation Of Tourist Office Baripada In Mayurbhanj District Such As Boundary Wall And Periphery Works. Submission Date for this Tender is 09-10-2023. Water Pump Tenders in baripada Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

39941737
Tender For Repair And Renovation Of Tourist Office Baripada In Mayurbhanj District Such As Boundary Wall And Periphery Works
National Competitive Bid
Indian
Odisha
baripada
09-10-2023

Tender Details

Repair And Renovation Of Tourist Office Baripada In Mayurbhanj District Such As Boundary Wall And Periphery Works , Dismantling Brick Or Stone Masonry In Lime Or Cement Mortar Under 3M Height Including Stacking The Useful Materials For Reuse And Removing The Debris Within 50M Lead Etc All Complete As Per Specification And Direction Of The Er-In-Charge. , Double Under Reamed Pile Foundation With Rcc M20 Using 12Mm Size Black Hard Granite Crusher Broken Chips Including Cost Of Borring But Excluding Cost Of M.S./Tor Steel And Labour Charges For Cutting, Bending And Binding Of Steel. , Providing Double Under Reamed Bore Pile Etc Complete Up To 3.0 Mtr Depth Etc. Complete To The Required Levels Including Cost, Conveyance, Royalty And Taxes Of All Materials, Cost Of All Labour, T&P Etc. As Required For The Work Complete And As Per Direction Of Engineer-In-Charge. , Earthwork In Excavation Of Foundation Trenches In Ordinary 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. , Supplying And Filling The Foundation & Plinth With Clean Coarse River Sand Of Approved Quality From Approved Quarry, Laying In Layers Not Exceeding 150Mm Thick, Watering And Ramming Including Cost, Conveyance, Royalty And Taxes Of All Materials, Cost Of All Labour, T&P Etc. As Required For The Work Complete As Per Direction Of The Engineer-In-Charge. , Providing & Laying Cement Concrete Of Prop. (1:4:8) In Foundation Bed And Floors Using 40Mm Nominal Size Down Graded, Screened, Washed Hard Black Crusher Broken Granite Metal Of Approved Quality & From Approved Quarry Including Laying In The Layers Not Exceeding 100 Mm Thick, Hoisting, Lowering, Laying, Watering And Curing Etc. Complete To The Required Levels Including Cost, Conveyance, Royalty And Taxes Of All Materials, Cost Of All Labour, T&P Etc. As Required For The Work Complete And As Per Direction Of Engineer-In-Charge. , R.C.C. Work Ofm-20 Grade Having Minimum Compressive Strength (In Work Test) 200Kg./Cm2 In 15Cm Cubes At 28 Days After Mixing And Test Conducted In Accordance With I.S. 456 And I.S. 516 Using 12Mm To 20Mm Size (1/2” To 3/4”) Crusher Broken Hard Black Granite Chips Of 20Mm Size (Not To Exceed 25%) Of Approved Quality & From Approved Quarry Including Hoisting, Lowering, Laying And Compacting Concrete With Vibrator, Watering And Curing For 28 Days, Cost Of Rigid And Smooth Centering & Shuttering And Finishing To Exposed Surface Smooth Providing, Grooves Or Beads Wherever Necessary As Per Direction Of The Engineer-In-Charge Including Cost, Conveyance, Royalties & Taxes Of All Materials And Cost Of All Labour, T&P Etc. As Required For The Work Complete In All Respects As Per Direction Of Engineer-In-Charge But Excluding Cost Of M.S. Rod/Tor Steel And Binding Wires And Labour Charges For Bending, Binding And Tying The Grills Etc Complete As Drawing Design And Direction Of Engineer-In-Charge. , Plinth Beam , Column And Beam , Brick Work In Superstructure With Flyash Bricks Of Size 25X12x8cm In Cement Mortar (1:6) With Best Quality Bricks Having Crushing Strength Not Less Than 75 Kg/Cm2 Immersing The Bricks In Water For Not Less Than 6 Hours Before Use (The Bricks Shall Be Well Burnt, Free From Cracks, Well Shaped, Uniform In Size And Shall Produce A Clear Metallic Ringing Sound When Struck) Includes Molding, Chamfering, Corbelling .Complete As Per Drawing, Design And Specification, Watering And Curing For 7Days Including Cost, Conveyance, Royalty And Taxes Of All Materials, Labour, T&P Etc. And As Per Direction Of Engineer In Charge. , Providing And Lying Plain Cement Concrete Of Proportion (1:2:4) In Foundation And Floorsusing Portland Slag Cement(Psc) With 12 Mm. Size Black Hard Crusher Broken Granite Stone Metal And Screened And Washed Sharp Sand For Mortar Of Approved Quality From Approved Quarry, Washed And Cleaned Including Hoisting, Lowering, Laying Concrete, Ramming, Watering And Curing Etc. Complete To Required Levels Laid In Layers Not Exceeding 15 Cm Thick In Each Layer Includingcentering & Shuttering With Cost, Conveyance, Loading, Unloading, Royalties And Taxes All Materials And Cost All Labours, Sundries, T & P Required For The Work Including Shoring, Shuttering And Dewatering If Required Including Hire & Running Charges Of Water Pump Complete As Per Specification Anddirection Of Engineer-In-Charge. ) , Providing 16Mm Thick Cement Plaster In All Floors At All Height With Cement Mortar Of Mix (1:6) (Inside) With Screened And Washed Sharp Sand For Mortar And Finished Smooth To The Rough Surface Of Brick Masonry Walls After Racking Out Joints Including Watering And Curing Rounding Of Corners Etc. Complete With Cost, Conveyance, Loading, Unloading, Royaltiesof All Materials, Cost Of All Labour, T&P, Sundries And Scaffolding Required For The Work Etc. With Providing Grooves As Per Specification And Direction Of Engineer-In-Charge. , Providing, Supplying And Fixing Of 20Mm, 25Mm, 40Mm, G.I Pipe Make Tata For Railing Work Including All Cost Of Labour, T&P, Hire Charges Of Drilling Machine, Labour Charges Etc. Complete As Per Specification And Direction Of Engineer-In-Charge. , Supplying, Fitting And Fixing Of Color Coated Trapezoidal Sheet Trimdek 1015 Profile Sheet From Tata Bluescope Steel Or Any Approved Equivalent. The Base Metal Sheet Of 0.45Mm Thick. High Tensile Steel With Minimum 550Mpa Yield Strength, Metallic Hot Dip Coated With Aluminum Zinc Alloy Of 55% Aluminum 45% Zinc As Per As 1397 – Zincalume® Az 150 (Minimum 150Grams As Per Square Meters, Total On Both Sides) With Colorbond® - Polyester Based Quality Paint Conforming To As/Nzs 2728 Class 3. The Paint Shall Have A Total Coating Thickness Of Nominal 35 Micron (Nominal 20Micron Exterior Coat On Top Surface And Nominal Primer Coat) On Both Surfaces With Approved Color Shade Etc. Complete. Accessories – Fasteners: The Steel Sheet Shall Be Fastened With Min.40Pm Zinc Coated Or Min 20Pm Zinc-Tin Alloy Coated, Hex Head, Self-Drilling Screw As Per As 3566 Class 3 Fasteners Of Approved Make (Buildex Of Equivalent) With Epdm Washer On Each Crest Of Sheet For Connecting With Purlin (Or As Per Design) Perpendicular To The Sheeting And In The Center Of The Corrugation Of Rib Including Cost Of All Materials, Labour, All Taxes, Sundries, T & P And Transportation Complete In All Respect As Per Design And Drawing As Directed By The Engineer-In- Charge. , Painting To External Surface Of Building With Two Coats Of Weather Coat Over A Coat Of Primer Of Approved Shade And Quality Of Approved Design, After Cleaning By Watering & Removing The Dirts Etc. To The Surface To Be Painted Including Watering, Curing, Cost, Conveyance And Taxes Of All Materials, Cost Of All Labour, Brushes, T&P Etc. And Necessary Scaffolding Work Complete As Directed By The Engineer-In-Charge. , Supplying And Laying Of Heavy Duty Factory Made Hydraulically Pressed And Mechanically Compacted Free Cast Interlocking Pavers Of 80Mm Thick, Coral Shaped Preparation Of Sub Base With 50Mm Sand And Leveling, Laying Of Interlocking Paver Block With Sand Binding And Final Compaction With Plate Vibrator Finishing The Surface Including Cutting Of Blocks At The Edges With All Labour And Materials Etc Complete As Per Direction Of Engineer-In-Charge. , Supplying, Fitting And Fixing Of G.I. Grills, Grill Gates With Top And Bottom Rails, Steel Windows, Steel Doors, Steel Frames For Doors And Windows, Staircase And Parapet Railing ( As Per I.S. Specification And As Per Approved Drawings ) In Proper Position In All Floors And At All Height Including Making Holes To Brick Walls/ R.C.C Structure/Wood Work Etc. And Making Good To The Damagedwalls/ Structures With Cement Concrete (1:2:4)With Black Hard Crusher Broken Granite Stone Chips Of 12Mm To 20Mm Size ( 20Mm Size Not To Exceeds 25% ) Including Watering And Curing Etc. Complete In All Respect As Directed By The Engineer In Charge ( W.I. / G.I. Windows Grills, Grill Gates, Collapsible Gates With Top And Bottom Rails, Steel Windows, Steel Doors, Steel Frames For Doors And Windows, Staircaseand Parapet Railingssquare Bar Along With Required Nos. Of Nails And Screws And Other Required Materials Of Approved Quality And Approved Size Shall Be Supplied By The Contractor At His Own Cost.) , Providing, Fixing And Placing Oftor Steel (Hysd) Fe-500 Of Sail/ Tata/Rinl/Jindal/Shyam Steel For Rcc Work In All Floors Of Required Diameter Of Approved Quality With Straightening, Cutting, Bending, Bindingwelding Or Jointing If Necessary, Bending, Binding, Tying The Grills As Required For R.C.C. Works, Providing Fan Hooks Where Necessary And Hoisting, Lowering And Placing In Proper Position According To Approved Designs And Drawings Including Cost, Conveyance, Loading, Unloading, Taxes Of M.S. Rods Or Tor Steel And Binding Wires Of 18 To 20 Gauge Required For The Work And Cost Of All Labour, Sundries, T & P And Scaffolding Complete In All Respect As Directed By The Engineer-In-Charge. , Supplying All Materials, Labour, T&P And Fittings And Fixing Of 2000 Ltr Poly Propelene White Double Layer Water Storage Tank Of Approved Make Confirming 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 Terrace Level And Placing The Tank To The Required Position Etc All Complete As Per Ph Specification And Direction Of Engineer-In-Charge. (To Provided With Brick Masonary Guard Walls Which Will Be Paid Separately) , Bore Well , Sinking Of 200Mmx 150Mm Dia Tube Well Through Dth Rig. , 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 , Labour For Drilling Of 200Mm Dia Bore , 0 Mtr To 30Mtr , Labour For Drilling Of 150Mm Dia Bore , 31Mtr To 120Mtr , 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. , Lowering Of 150Mm Dia P.V.C Casing Pipes , 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 , By Dth/Rotary Rig , Supplying All Materials And Labour,Tools And Plant And Providing Sanitary Sealing By Cement Concrete Grouting Of Annular Space Around Gi/Pvc/Ms Housing Pipe Upto 5 Mtrs 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 The Bottom To Ensure Sanitary Sealing(Excluding Cost Of Cement Which Willbe Supplied By The Department). , Sanitary Sealing Upto 5Mtrs Below Ground Level. , Supplying ,Fitting & Fixing Of 1.0Hp Single Phase Submerssible Pump Kirloscar / Texmo, Including Cost Of Material,Labour,T&P Etc Complete As Per Spection & Direction Of Eic. , Dol Controll Pannel , 4.00Sqmm Cable , Rope , Well Cap , 50Mm Size Ci Bracket , 25Mm Hdpe Pipe

Key Value

Document Fees
INR 6000 /-
EMD
INR 23540.0 /-
Tender Value
INR 23.54 Lakhs /-

BOQ Items

Name of Work: Repair & Renovation of Tourist Office, Baripada in Mayurbhanj District such as Boundary wall & Periphery works.
Sl. No. Item Description
1Dismantling brick or stone masonry in lime or cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead etc all complete as per specification and direction of the Er-in-charge.
2Double under reamed pile foundation with RCC M20 using 12mm size black hard granite crusher broken chips including cost of borring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel.
3Providing double under reamed bore pile etc complete up to 3.0 mtr depth etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
4Earthwork in excavation of foundation trenches in ordinary 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.
5Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
6Providing & laying cement concrete of prop. (1:4:8) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
7R.C.C. work ofM-20 grade having minimum compressive strength (in work test) 200kg./cm2 in 15cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12mm to 20mm size (1/2” to 3/4”) crusher broken hard black granite chips of 20mm size (not to exceed 25%) of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills etc complete as drawing design and direction of Engineer-in-charge.
8Plinth Beam
9Column and Beam
10Brick work in Superstructure with flyash bricks of size 25x12x8cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.
11Providing and lying plain cement concrete of proportion (1:2:4) in foundation and floorsusing Portland Slag Cement(PSC) with 12 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer includingCentering & shuttering with cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per specification anddirection of Engineer-in-charge. )
12Providing 16mm thick cement plaster in all floors at all height with cement mortar of mix (1:6) (inside) with screened and washed sharp sand for mortar and finished smooth to the rough surface of brick masonry walls after racking out joints including watering and curing rounding of corners etc. complete with cost, conveyance, loading, unloading, royaltiesof all materials, cost of all labour, T&P, sundries and scaffolding required for the work etc. with providing grooves as per specification and direction of Engineer-in-charge.
13Providing, supplying and fixing of 20mm, 25mm, 40mm, G.I pipe make TATA for Railing work including all cost of labour, T&P, hire charges of drilling machine, labour charges etc. complete as per specification and direction of Engineer-in-charge.
14Supplying, fitting and fixing of color coated trapezoidal sheet TRIMDEK 1015 profile sheet from TATA BLUESCOPE STEEL or any approved equivalent. The base metal sheet of 0.45mm thick. High Tensile steel with minimum 550MPa yield strength, metallic hot dip coated with aluminum zinc alloy of 55% aluminum 45% Zinc as per AS 1397 – Zincalume® AZ 150 (minimum 150grams as per square meters, total on both sides) with COLORBOND® - Polyester Based quality Paint conforming to AS/NZS 2728 class 3. The paint shall have a total coating thickness of nominal 35 micron (Nominal 20micron exterior coat on top surface and nominal primer coat) on both surfaces with approved color shade etc. complete. Accessories – Fasteners: The steel sheet shall be fastened with min.40Pm zinc coated or min 20Pm Zinc-Tin alloy coated, Hex head, self-drilling screw as per AS 3566 class 3 fasteners of approved make (Buildex of equivalent) with EPDM washer on each crest of sheet for connecting with purlin (or as per design) perpendicular to the sheeting and in the center of the corrugation of rib including cost of all materials, labour, all taxes, sundries, T & P and transportation complete in all respect as per design and drawing as directed by the Engineer-in- charge.
15Painting to external surface of building with two coats of weather coat over a coat of primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.
16Supplying and laying of heavy duty factory made hydraulically pressed and mechanically compacted free cast interlocking pavers of 80mm thick, coral shaped preparation of sub base with 50mm sand and leveling, laying of interlocking paver block with sand binding and final compaction with plate vibrator finishing the surface including cutting of blocks at the edges with all labour and materials etc complete as per direction of Engineer-in-charge.
17Supplying, fitting and fixing of G.I. grills, grill gates with top and bottom rails, steel windows, steel doors, steel frames for doors and windows, staircase and parapet railing ( as per I.S. specification and as per approved drawings ) in proper position in all floors and at all height including making holes to brick walls/ R.C.C structure/wood work etc. and making good to the damagedwalls/ structures with cement concrete (1:2:4)with black hard crusher broken granite stone chips of 12mm to 20mm size ( 20mm size not to exceeds 25% ) including watering and curing etc. complete in all respect as directed by the Engineer in charge ( W.I. / G.I. windows grills, grill gates, collapsible gates with top and bottom rails, steel windows, steel doors, steel frames for doors and windows, staircaseand parapet railingssquare bar along with required nos. of nails and screws and other required materials of approved quality and approved size shall be supplied by the contractor at his own cost.)
18Providing, fixing and placing ofTor steel (HYSD) Fe-500 of SAIL/ TATA/RINL/JINDAL/SHYAM STEEL for RCC work in all floors of required diameter of approved quality with straightening, Cutting, bending, bindingwelding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works, providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T & P and scaffolding complete in all respect as directed by the Engineer-in-Charge.
19Supplying all materials, labour, T&P and fittings and fixing of 2000 ltr Poly Propelene white double layer water storage Tank of approved make confirming 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 terrace level and placing the tank to the required position etc all complete as per PH specification and direction of Engineer-in-charge. (To provided with brick masonary guard walls which will be paid separately)
20BORE WELL
21Sinking of 200mmx 150mm dia Tube well through DTH Rig.
22Labour 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
23Labour for Drilling of 200mm dia bore
240 mtr to 30mtr
25Labour for Drilling of 150mm dia bore
2631mtr to 120mtr
27Lowering 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.
28Lowering of 150mm dia P.V.C casing pipes
29Cleaning 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
30By DTH/Rotary Rig
31Supplying all materials and labour,tools and plant and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5 mtrs 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 the bottom to ensure sanitary sealing(excluding cost of cement which willbe supplied by the Department).
32Sanitary sealing upto 5mtrs below ground level.
33Supplying ,fitting & fixing of 1.0HP single phase submerssible pump Kirloscar / Texmo, including cost of material,labour,T&P etc complete as per spection & direction of EIC.
34DOL controll pannel
354.00sqmm cable
36Rope
37Well cap
3850mm size CI bracket
3925mm HDPE Pipe
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