Tender For Revised Bifurcation Water Supply Scheme For Village Gurha In Block Phillaur District Jalandhar Providing And Installing Deep Tubewell 200Mm I/D Straight 155 Mtr Deep With 15 Mtr Stainless Strainer With Reverse Rotary Rig, Pumping Machinery
Tender Value
69.08 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
8 days left
EMD
1.38 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalandhar → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Revised Bifurcation Water Supply Scheme For Village Gurha In Block Phillaur District Jalandhar Providing And Installing Deep Tubewell 200Mm I/D Straight 155 Mtr Deep With 15 Mtr Stainless Strainer With Reverse Rotary Rig, Pumping Machinery, Disinfection Unit , Solar Penal , Supplying And Laying Of Pvc Pipes, Sluice Valves And Specials For Rising Main And Distribution System Etc. Household Connection, Construction Of Pump Chamber Size 3.05X3.70, Construction One No. 50Kl (50,000 Itrs) Capacity Having Height 20.00 Mtr Of Up To Fsl & 17.00 Mtr The Cost Of Inlet, Outlet, Overflow & Scour & Vertical Pipes, Di 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 All Civil Works Complete In All Respects. (Under Nabard Xxxi)
BOQ
| Sl. No. | Item Description |
| 1 | WATER SUPPLY |
| 2 | 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. |
| 3 | ( c)) 200mm nominal diameter (weight 33.6 kg per metre) 6.4mm thickness |
| 4 | Supplying, Fixing & lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore. |
| 5 | k) 200mm Steel Strainer (slot size 0.75mm) 6.30 mm thickness |
| 6 | Supplying, Fixing & lowering of Stainless Steel Socket as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore complete in all respect. |
| 7 | b) 200mm internal diameter |
| 8 | Supplying, lowering & fixing of M.S Special socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect. |
| 9 | ( c)) 200mm internal diameter |
| 10 | Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 11 | Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. |
| 12 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. |
| 13 | ( c)) 200mm internal diameter |
| 14 | Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. |
| 15 | (a)) Capacity of Air compressor 300 cfm at 250 PSI |
| 16 | Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. |
| 17 | Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis) |
| 18 | Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, Uranium, lead, mercury, pesticide etc.) |
| 19 | Drilling of 500mm dia bore with Reverse Rotatry Rig in all kinds of soil including the cost of consumable stores, fuel oil and transportation of rig to the site. complete in all respect. |
| 20 | a) Drilling of 500mm dia bore with Reverse Rotatry Rig Upto 150 m depth BGL. |
| 21 | b) Drilling of 500mm dia bore with Reverse Rotatry Rig Beyond 150 m depth BGL up to 300 Mtr |
| 22 | Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect |
| 23 | Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects. |
| 24 | Supplying at site of gravel of 1/16\\" to 1/8\\" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe) |
| 25 | Provision for Sanitary Clay Seal [as per BIS code IS 2800 : 2019] including sterilization of tubewell. |
| 26 | Drilling of Trail bore of 155mm including cost of consumables ,Labour & other required material at site. Note: Drilling of trail bore is mandatory and if 2 nos water sample from bore found potable then the further drilling of main bore will be started. |
| 27 | Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect. 200 mm i/d (33.6 kg per mtr) 6.40 mm thickness |
| 28 | Construction One No. 50KL (50,000 Itrs) capacity having height 20.00 mtr of up to FSL & 17.00 mtr sill level from Ground level complete with external RCC stair case with landing slabs at each staging RCC roof,ventilator single main hole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing D.I. K-9 D/F expansion joints latest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, Conforming to ISI - 9523 and C.I/D.I. D/F sluice Valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet, outlet scour pipe and overflow DI double flanged pressure pipes DI K-9 horizontally as per IS 8329-2000 and latest Amendments duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification. TMT steel Providing & applying integral crystalline slurry hydrophilic in nature for water freezing management for vertical & horizontal service and swell able type water stop tape & painting of all complete shall be included in cost & P/F aluminum ladder inside the OHSR complete in all respect as per specifications. (The specifications & drawing are based on safe bearing capacity of soil not less than 8.75 tone per sqm. In case the safe bearing capacity of soil is less than 8.75 tone per Sqm. then the contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tone per sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Premium including providing and fixing automatic Electronic Water Level control Device and Construction of Plinth protection around OHSR with masonry toe wall with 40 mm thick CC 1:2:4 on top over 100 mm thick CC 1:8:16 including overflow scour haudi complete in all respects. Note 1) Providing and applying integral crystalline slurry of hydrophilic in nature for water proofing management etc. (For vertical and horizontal surface) 2) Providing and applying of swellable type water stop tape etc |
| 29 | WATER SUPPLY |
| 30 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). |
| 31 | A) Class PN-1 as per ISI |
| 32 | b) 100mm i/d Sluice Valves flanged |
| 33 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 34 | a) Size 0.6 m. x 0.6 m. |
| 35 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked PVC Pipe 10 kgf/cm2 (S&S) as per IS 4985 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage. (Mechanically Excavation and Including specials) |
| 36 | 110 mm o/d PVC pipe 10 kgf/cm2 |
| 37 | Providing Strining out PVC pipes 6Kgf Cm2 ISI marked as per ISI-4985 the tranches and laying the same in tranches to correct alignment and gradients , cutting, jointing & testing complete as per specifications for More than 3 mtr street width (Mechanically Excavation and Including specials) (6kgf/ cm2) Pressure |
| 38 | PVC pipe 63 mm o/d (6kgf/ cm2) Pressure |
| 39 | PVC pipe 75 mm o/d (6kgf/ cm2) Pressure |
| 40 | PVC pipe 90 mm o/d (6kgf/ cm2) Pressure |
| 41 | PVC pipe 160 mm o/d (6kgf/ cm2) Pressure |
| 42 | Providing Strining out PVC pipes 6Kgf Cm2 ISI marked as per ISI-4985 the tranches and laying the same in tranches to correct alignment and gradients , cutting, jointing & testing complete as per specifications for less than 3 mtr. Street width Complete in all respect. Specifications for Manually Excavation including speicals (6kgf/ cm2) Pressure |
| 43 | PVC pipe 63 mm o/d (6kgf/ cm2) Pressure |
| 44 | PVC pipe 75 mm o/d (6kgf/ cm2) Pressure |
| 45 | PVC pipe 90 mm o/d (6kgf/ cm2) Pressure |
| 46 | Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting and including restoration of roads to orginal Position |
| 47 | 63 mm o/d |
| 48 | 75 mm o/d |
| 49 | 90 mm o/d |
| 50 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). |
| 51 | Class PN-1 as per ISI |
| 52 | a) 80mm i/d Sluice Valves flanged |
| 53 | b) 100mm i/d Sluice Valves flanged |
| 54 | c) 150mm i/d Sluice Valves flanged |
| 55 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 56 | Size 0.6 m. x 0.6 m. |
| 57 | Size 0.9 m. x 0.9 m. |
| 58 | Dismantling of cement concrete 80 mm thick cement concrete 1:2:4 overe 100 mm thick C.C 1:8:16 and making good the same to its original conditional complete in all respect. |
| 59 | Connection with existing PVC pipe including cost of PVC tee and PVC saddle piece and earth work in excavation & back filling complete in all respect |
| 60 | Dismantling of Interlocking Tile 80mm thick cement concrete Interlocking paver block as per analysis attached |
| 61 | 63mm o/d PVC pipe |
| 62 | 75 mm o/d PVC pipe |
| 63 | 90 mm o/d PVC pipe |
| 64 | Providing proposed water connection to house hold up to wall with providing, laying jointing testing GI pipe lines 15mm i/d , Providing & fixing MDPE pipe 15 mm i/d with specials including cost of specials such as tees, bends, sockets, elbow, etc. cutting, threading and testing in trenches in the ground and ISI 15 mm i/d GM ferrule as per IS: 2692 and 3\\" i/d clamp with C.I bib cock, 15 mm i/d as per IS: 210 with stainless steel spindle of approved make complete in all respect |
| 65 | Construction of Pump Chamber size 3.05mX3.70m, With gravel pit but including electric wiring as per DWSS standard design & analysis, complete in all respects.Including provision for Sanitary Latrine in pump Chamber for Foundation and plinth of WC rooms including flooring, PVC pipes, Junction Box, 1 Nos. Leach Pits CONSTRUCTION OF V-NOTCH HAUDI.(size 1.80 m x 0.90 m), Super structure WC Room etc |
| 66 | Providing, Fixing, Installing, Commissioning, Solar Panel Energy System (Monocrystalline) for amount of electric power required for running electric motor and other appliances such as fan, tube, Bulb etc in water works site. including Bi-directional meter and inverter of suitable capaity as per guidelines issued by PEDA complete in all respects. |
| 67 | Providing & installing,testing & commisioning of 1 no electrically driven Submersible Pump set capable of delivering 295 LPM against a head of 66 mtr along with electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil imeersed starter,Main Switch, VM, AMpere Meter,ELCB, Shunt capacitor. Single phase,preventer,Indicating lamps,Kit-Kat etc. including M.S column Pipe of IS 1239-2004 medium class suitable size 80 mm & length 41 mtr (in 3mtr lengths each with flanges,screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable of 100 mtr length and 4.00mm2 size as per IS694-1990 reaffirmed 2000 complete in all respects |
| 68 | Rate of Motor with Pump 295lpm, head 66 mtr |
| 69 | Panel Board |
| 70 | WATER SUPPLY |
| 71 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. |
| 72 | g) 65mm i/d |
| 73 | COMMON SCHEDULE OF RATES |
| 74 | PVC INSULATED FR COPPER CONDUCTOR CABLES: Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- |
| 75 | (xiii)) Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- |
| 76 | (d)) Overall size 4.0sq.mm (56/0.3mm), 3Core |
| 77 | Providing and installing 100 mm dia delivery main (From Tube well to Duck Foot bend including cost of D.I/D.F Pipes, D/F Sluice valves, D/F NRV & Specials as D.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects. |
| 78 | Prov. & Fixing Electronically actuated, Diaphragm Operated, Metering System, Chemical Dosing Chlorinator, suitable for delivering 0.5 to 6 Litres of Bleaching Powder solution/ Sodium Hypo solution per hour under maximum delivery pressure upto 7 Kg.cm2, and suction lift not less than 1.5 m, as per DWSS standard specifications. |
| 79 | Prov. & Installing Bulk Meter inside Pump Chamber including Rubber Join, Nut, Bolts, Cutting and threading, Piece for fixing bulk meter including carriage complete in all respect Size 100 MM I/D |
| 80 | Provision for Digital Survey with epanet and drawings complete in all respect |
| 81 | Providing & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard Drawing |
| 82 | Providing and Fixing precast pre-stressed cement concrete fencing pole M-40 by 4 Nos. parallel high tensile entwined wire (ISI marked wire 4 mm dia fencing pole size at bottom 4\\" x 4\\", size top 3\\" x 4\\",Lenght 6ft, hooks 6 No. including cost of excavation, sand filling and erection complete in all respects. |
| 83 | Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing Complete in all respect. |
| 84 | Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing Complete in all respect. |
| 85 | Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing complete in all respects. |
| 86 | Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing Complete in all respect. |
| 87 | Providing & fixing MS Sign board including painting & printing complete as per standard size of DWSS complete in all respects. |
| 88 | Fine Aggregate |
| 89 | Course Aggrigate |
| 90 | Site clearance |
| 91 | Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kinds of soil. |
| 92 | Supplying and planting permanent trees in prepared pits and watering |
| 93 | Planting seasonal flower in beds |
| 94 | Planting seedlings including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of seedlings at 20cm distance from plant to plant and row to row. |
| 95 | Planting ground covers (ordinary) including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 25cm distance from plant to plant and row to row. |
| 96 | Provision for one way stand post with Khura complete in all respects Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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