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Tender For Pipe Network ,Sump And Ro For Jnv Poutshie Lolab, lolab-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Pipe Network ,Sump And Ro For Jnv Poutshie Lolab. Submission Date for this Tender is 18-03-2024. Drainage Tenders in lolab Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

42882928
Tender For Pipe Network ,Sump And Ro For Jnv Poutshie Lolab
Open Tender
Indian
Jammu And Kashmir
lolab
18-03-2024

Tender Details

Tender For Pipe Network , Sump And Ro For Jnv Poutshie Lolab- 1 Earth Work In Bulk Excavation By Manual Means Over Areas ( Exceeding 30 Cm Indepth, 1.5 M In Width As Well As 10 M2 On Plan ) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. 2 Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. ( Not Exceeding 1.5 M In Width ) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: 3 Providing Of Laying Of Dry Stone Soling Hand Packed On Level 4 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 5 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 6 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs, Slope Up To 15O Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Stair Cases And Spiral Stair Cases, Upto Floor Five Level Excl. The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:2:4 ( 1 Cement: 2 Coarse Sand: 4 Graded Stone Agg 20Mm Nominal Size ) Crushed 7 Reinforced Cement Concrete Work In Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement. 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 8 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 9 Foundation 10 Walls 11 Suspended Floors 12 Edges Of Slab 13 Reinforcement For R.C.C Work Including Straightening Cutting, Bending, Placing In Position And Binding All Complete, Thermo-Mechanically Treated Bars. 14 12Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix:1 : 3 ( 1 Cement : 3 Fine Sand ) 15 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 16 Making Connection Of G.I. Distribution Branch With G.I. Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 17 25 To 40 Mm Nominal Bore 18 50 To 80Mm Niminal Bore 19 Providing And Incorporating Pgi Sheet Strip, 0.63Mm Thick, 200Mm Wide At Construction Joints For Providing Water Seal. 20 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Excluding Trenching And Refilling Etc. ( External Work ) 21 80Mm Dia 22 65Mm Dia 23 50Mm Dia 24 40Mm Dia 25 25Mm Dia 26 20Mm Dia 27 15Mm Dia 28 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is : 8931 29 ( 15 Mm Nominal Bore ) 30 ( 20 Mm Nominal Bore ) 31 Extra For Providing And Mixing Water Proofing Material In Cement Concrete Work On Doses By Weight Of Cement As Per Manufacturer’S Specification. 32 Providing And Fixing Of Ms Man Hole Cover Of 0.75X0.75M Size Fitted With Angle Iron Frame 40X40x4mm With 2Mm Thick Ms Plate Incl. All Locking Arrangements And Carriage By All Means Complete Job. 33 Providing And Fixing Of Double Flange Sluicevalve Confiriming To Is 14846 , Zolto , Kirloskar Or Like 34 80Mm Dia 35 65Mm Dia 36 Providing / Fixing Of 12Mm Thick M.S Flanges To Gi Pipes Incl, Cutting Of Treaded Portion Of Pipes Welding, Insertion Of Rubber Gaskets Nuts, Bolts Jointing Making Joints Leak Proof Testing & Commissioning. The Job Incl All Carriages From Divisional Store Upto Work Shop And Back To Working Site. ( 80Mm Dia ) 37 65Mm Dia 38 Carriage Of Pipes By Mechanical Transport From Srg Upto Dumping Site Of Work, Includingloading, Unloading And Staking For 120Km 39 Carriage Of Materials By Materials By Mechanical Transportincl, Loading, Unloading And Stacking For 40 Cement / Steel For 20Kms 41 Sand For 50Kms 42 Aggregate 20Mm Avg Lead For 40Kms 43 Aggregate40mm Avg Lead 40Kms 44 Stone Soling For 10Kms 45 Providing And Fixing Of Different Dia Gate Values Isi Mark Standard Quality Wheel Type Handlesincluding All Sort Of Carraiges Complete Job. 46 40Mm Dia 47 25Mmdia 48 20Mmdia 49 Installation , Commissioning And Testing Of R. O Plant Having Capacity Of 1000 Ltr Per Hour With All Accessories Like ( Vessel 1354-02No. , High Pressure Pump -01No. , 1Hp Raw Water Pump -1No. Micro Filter-02No. Membrane 4040-4No. , Flow Meter 02No. , Digital Panel -01No. , Sand Media 100, Carbon Media -50, Ss Stand -01No. Pipe And Pipe Fittings ) As Per Requirement At Site .

Key Value

Document Fees
INR 520 /-
EMD
INR 40000.0 /-
Tender Value
INR 20 Lakhs /-

BOQ Items

Name of Work: Pipe network,sump and RO for JNV Poutshie Lolab
Sl. No. Item Description
1Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
2Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:
3Providing of Laying of dry stone soling hand packed on level
4Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
5Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
6Reinforced cement concrete work in beams, suspended floors, roofs, slope up to 15O landings, balconies, shelves, Chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases, upto floor five level excl. The cost of centering, shuttering, finishing and reinforcement with 1:2:4(1 cement: 2 coarse sand: 4 graded stone agg 20mm nominal size) Crushed
7Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
8Centering and shuttering including strutting, propping etc. and removal of form for:
9foundation
10walls
11suspended floors
12Edges of slab
13Reinforcement for R.C.C work including straightening cutting, bending, placing in position and binding all complete, Thermo-Mechanically treated bars.
1412mm Cement plaster finished with a floating coat of neat cement of mix:1 : 3 ( 1 cement : 3 fine sand)
15Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
16Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. Complete
1725 to 40 mm nominal bore
1850 to 80mm niminal bore
19Providing and incorporating PGI Sheet strip, 0.63mm thick, 200mm wide at construction joints for providing water seal.
20Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work)
2180mm dia
2265mm dia
2350mm dia
2440mm dia
2525mm dia
2620mm dia
2715mm dia
28Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931
29(15 mm nominal bore)
30(20 mm nominal bore)
31Extra for providing and mixing water proofing material in cement concrete work on doses by weight of cement as per manufacturer’s specification.
32Providing and fixing of MS Man Hole cover of 0.75x0.75m size fitted with angle iron frame 40x40x4mm with 2mm thick MS plate incl. all locking arrangements and carriage by all means complete job.
33providing and fixing of double flange sluicevalve confiriming to is 14846 , zolto , kirloskar or like
3480mm dia
3565mm dia
36Providing/ fixing of 12mm thick M.S flanges to Gi pipes incl, cutting of treaded portion of pipes welding, insertion of rubber gaskets nuts, bolts jointing making joints leak proof testing & commissioning. The job incl all carriages from divisional store upto work shop and back to working site.(80mm dia)
3765mm dia
38Carriage of pipes by Mechanical Transport from Srg upto dumping site of work, includingloading, unloading and staking for 120km
39Carriage of materials by Materials by mechanical transportincl,loading, unloading and stacking for
40cement/steel for 20kms
41Sand for 50kms
42Aggregate 20mm avg lead for 40kms
43Aggregate40mm avg lead 40kms
44Stone soling for 10kms
45providing and fixing of different dia Gate Values ISI Mark Standard Quality wheel type handlesincluding all sort of carraiges complete job.
4640mm dia
4725mmdia
4820mmdia
49Installation , commissioning and testing of R. O plant having capacity of 1000 ltr per hour with all accessories like (Vessel 1354-02No. ,High pressure pump -01No. ,1hp raw water pump -1No. Micro filter-02No. Membrane 4040-4No. , Flow meter 02No. , Digital panel -01No. , Sand Media 100, carbon media -50, SS stand -01No. Pipe and pipe fittings)as per requirement at site .
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