Indian Tenders

Tender Notice

TDR 54511609
Tendering Authority Water Resources Department
Tender No 78/110A
Tender ID 2026_WR_162966_1
Tender Brief Corrigendum : Tender For Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes,
City Pathankot
State Punjab
Document Fees INR 1000 /-
EMD INR 136498.0 /-
Tender Value INR 68.24 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect (A) Depth Upto 1.5 Mtr. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , First Class Brick Masonary 229 Mm Thick Laid In Cement Sand Mortar 1.6 In Foundation And Plinth Including Supply Recarriage Of Bricks Cement . , 10Mm Thick Cement Plaster 1.4 On Sides Walls , 10Mm Thick Cement Plaster 1:4 On Bed And Top. , Reinforced Cement Concrete 1:2:4 Hand Mixed But Including Steel Reinforcement , Cement Conc.1:2:4 Including Supply, Carriage & With Stone Ballast Or Shingle , Cement Concrete 1:4:8 With Brick Ballast 40Mm Gauge , Laying And Jointing Of Upvc Pipe 250 Mm Dia Of 2.5 Kg/ Sq Cm Pressure Isi Marked Upvc Pipes As Per Isi- 4985 Along The Trenches And Laying The Same In Trenches To Correct Alignment And Gradients, Cutting, Jointingand Testing Complete As Per Specifications. , Supplying, Lowering Of Ms Pipe As Per Is:4270-2001 Including Ms Sockets Having Dimensions As Per Is Code Duly Welded With Ms Electrode To Have Extra Strength To Lower The Pipe Into Tubewell Bore. (A) 100Mm Nominal Diameter (Weight 14.5 Kg Per Metre) 5.40 Mm Thickness , Wrought Iron And Mild Steel Ladders, Framed Grills, Grating Etc. Complete Fixed In Position In D-Tank. , Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimun Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm , Providing And Fixing Of 250 Mm Alfa Alfa Valve Fitted On Riser Pipe To Act As Nakka (D Regulators) , Centreing &Shuttering For Concerte Faces , Dismantling Of Flexible Pavements Thickness Above 50Mm By Mechanical Means And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters, Stacking Serviceable And Unserviceable Materials Separately As Per Technical Clause 202 Of Mort&H Specifications , Water Bound Macadam Grading Ii (Without Screening For Low Volume Roads/Undersigned Roads). Providing, Laying, Spreading And Compacting Stone Aggregates Of Grading Ii To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheeled Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Complete As Per Technical Specifications , Tack Coat @ 1.00 Kg Per Sqm ( For Wbm Patches Where Surface Dressing Not Applied), Providing And Applying Tack Coat With Penetration Grade Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 1.00 Kg Per Sqm On The Prepared Granular Surface After Cleaning The Surface Complete As Per Technical Specifications , Open-Graded Premix Surfacing 20Mm Thickness. Providing, Laying And Compaction Of Open - Graded Premix Surfacing Of 20 Mm Thickness Consisting Of Crushed Stone Aggregates Of Specified Grading Premixed In A Continuous Type Hot Mix Plant With Bituminous Binder Vg-30 @ 1.46Kg Per Sqm, Laid With Paver Finisher Mechanical And Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades Complete As Per Technical Clause 510 Of Mort&H Specifications. , Seal Coat Type B.Providing And Laying Of Premix Sand Seal Coat Premixed In Continuous Type Hot Mix Plant Using Specified Fine Aggregates And Penetration Grade Bitumen Vg-30 @ 0.68Kg Per Sqm, Laid To The Specified Levels, Grade And Cross Fall Complete As Per Technical Clause 511 Of Mort&H Specifications , Providing And Fixing 250 Mm Elbow/Bends Of 90 Degree 6Kg/Cm2 Pressure As Per Is 4985 I/C Testing Commisioning And Complete In All Respect To The Specification Of Engineer In Charge , Providing And Fixing 250 Mm Elbow/Bends Of 45 Degree 6Kg/Cm2 Pressure As Per Is 4985 I/C Testing Commisioning And Complete In All Respect To The Specification Of Engineer In Charge , Providing And Fixing 250 Mm Equal Tee Of 6Kg/Cm2 Pressure As Per Is 4985 I/C Testing Commisioning And Complete In All Respect To The Specification Of Engineer In Charge , Providing And Fixing Ms Service Saddle 250X 50Mm As Per Is 4985 I/C Testing Commisioning And Complete In All Respect To The Specification Of Engineer In Charge , Providing And Fixing Tail End Piece 250 Mm Of 6 Kg/Cm2 Pressure As Per Is 4985 I/C Testing Commisioning Complete In All Respect To The Satisfaction Of Engineer In Charge , Reinforced Cement Concrete M-15 Grade 200 Meter Stone Of Standard Design As Per Irc 26-1967 Fixing In Position Including Painting And Printing Etc. Complete As Per Technical Clause 804 Of Mort&H Specifications , Reinforced Cement Concrete M-15 Grade Boundary Pillar Of Standard Design As Per Irc 26-1967 Fixing In Position Including Painting And Printing Etc. Complete As Per Technical Clause 806 Of Mort&H Specifications , Supply And Installation Of Antitheft Mechanism For Alfa Valve Of Size 250 Mm , Providing & Fixing C.I/D.I Flanged End, Stem Of Ss (Ais 1410) And Bronze(Gunmetal) Working Parts Sluice Valves (250Mm) Isi Marked 14846-2000, Including Jointing , Testing & Cost Of Nut ,Bolt & Insertion Sheet, All Carriage Complete (With The Approval Of Engineer In-Charge). B) Class Pn-1.6 As Per Isi , Providing & Fixing Double Air Valve Isi Marked As Per Is-14845 Including Jointing All Carriages Complete .C.I Double Air Valve (Size 100Mm) , Providing And Fixing 110 Mm Dia . U.P.V.C Rain Water Pipe Of 4 Kgf./Sqm As Per Is:4985 Including Jointing During Masonary Complete As Per Specifications And To The Entire Satisfaction Of Engineer-In- Charge. (If Fixed On Wall Face Clamp To Be Paid Separatly As Per Respective Item) , (Loading& Unloading) Pvc Pipes , ( Carriage ) Pvc/Hdpepipes All Sizes( Truck Load 2.20 Tonnes) , Laying Sand Cushioning Below Pipe Line (4 Inch)

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 25-03-2026 Corrigendum25032026 Date 30-03-2026
2 20-03-2026 Corrigendum20032026 Date 25-03-2026
3 20-03-2026 Corrigendum20032026 Date 25-03-2026

Key Dates

Publish Date 25-03-2026
Last Date of Bid Submission 30-03-2026
Tender Opening Date 30-03-2026

Contact Information

Company Name Water Resources Department
Contact Person xen ubdc gsp
Address EXECUTIVE ENGINEER GURDASPUR CANAL AND GROUND WATER DIVISION GURDASPUR

BOQ Items

Name of Work:-
Sl. No. Item Description
1Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, including the cost of crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect(a) Depth upto 1.5 mtr.
2Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
3First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement .
410mm thick cement plaster 1.4 on sides walls
510mm thick cement plaster 1:4 on bed and top.
6Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement
7Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle
8Cement concrete 1:4:8 with brick ballast 40mm gauge
9Laying and jointing of UPVC pipe 250 mm dia of 2.5 kg/ sq cm pressure ISI Marked UPVC Pipes as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications.
10Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. (a) 100mm nominal diameter (weight 14.5 kgper metre) 5.40 mm thickness
11Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank.
12Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm
13Providing and fixing of 250 mm Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators)
14Centreing &shuttering for Concerte faces
15Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications
16Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads). Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
17Tack Coat @ 1.00 Kg per sqm ( for WBM patches where surface dressing not applied), Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 1.00 kg per sqm on the prepared granular surface after cleaning the surface complete as per technical specifications
18Open-Graded Premix Surfacing 20mm thickness. Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.
19Seal Coat Type B.Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications
20Providing and fixing 250 mm Elbow/bends of 90 degree 6kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge
21Providing and fixing 250 mm Elbow/bends of 45 degree 6kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge
22Providing and fixing 250 mm equal Tee of 6kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge
23Providing and fixing MS service saddle 250x 50mm as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge
24Providing and fixing Tail end piece 250 mm of 6 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge
25Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications
26Reinforced cement concrete M-15 grade boundary pillar of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications
27Supply and installation of antitheft mechanism for alfa valve of size 250 mm
28Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (250mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). B) Class PN-1.6 as per ISI
29Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete .C.I Double air valve (Size 100mm)
30Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item)
31(Loading& Unloading) pvc pipes
32( Carriage ) PVC/HDPEpipes all sizes( Truck load 2.20 tonnes)
33Laying Sand Cushioning Below Pipe Line (4 inch) Please Enable Macros to View BoQ information

Other Detail

Information Source https://eproc.punjab.gov.in
Download FileName File Description File Size
Download 061a33b2-ccc8-43aa-82a0-125b8720d1a5.html Tender Documents 0 KB
Download BOQ_330198.xls Tender Documents 0 KB
Download Tendernotice_1 (1).pdf Tender Documents 0 KB
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.