Tender For Providing And Installing Tubewell Of Size 200 Mm I/D Straight Upto 95 Mtr. Depth With Direct Rotary Rig, Construction Of Pump Chamber Of Size 3.05 X 3.70 With W.C., Ohsr Of 50,000 Ltr. Capacity Upto Fsl = 20 Mtr., Development Of Water Work
Tender Value
67.40 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
12 days left
EMD
1.34 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
Hoshiarpur → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing And Installing Tubewell Of Size 200 Mm I/D Straight Upto 95 Mtr. Depth With Direct Rotary Rig, Construction Of Pump Chamber Of Size 3.05 X 3.70 With W.C., Ohsr Of 50,000 Ltr. Capacity Upto Fsl = 20 Mtr., Development Of Water Works, Providing And Installing Solar Panel, Pumping Machinery, Chlorination Unit, Providing And Laying Rising Main, Distribution System, Providing House Service Connections And Environment Etc. Complete In All Respects For Water Supply Scheme Palaki (1 No.) Bifurcated From Existing Water Supply Scheme Chhani Rai Di Khan (5 Nos.) Block Mukerian Distt. Hoshiarpur. (Under Head Nabard-31/4215)
BOQ
| Sl. No. | Item Description |
| 1 | Drilling of 400mm dia bore with Direct 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. |
| 2 | a) Drilling of 400mm dia bore with Direct Rotatry Rig Upto 200 m depth BGL. |
| 3 | Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect |
| 4 | 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. |
| 5 | ( c)) 200mm nominal diameter (weight 33.6 kg per metre) 6.4mm thickness |
| 6 | 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. |
| 7 | k) 200mm Steel Strainer (slot size 0.75mm) 6.30 mm thickness |
| 8 | 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. |
| 9 | b) 200mm internal diameter |
| 10 | 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. |
| 11 | ( c)) 200mm internal diameter |
| 12 | Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects. |
| 13 | Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. |
| 14 | 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) |
| 15 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. |
| 16 | ( c)) 200mm internal diameter |
| 17 | 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. |
| 18 | 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. |
| 19 | (a)) Capacity of Air compressor 300 cfm at 250 PSI |
| 20 | 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. |
| 21 | Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis) |
| 22 | Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide and uranium etc.) |
| 23 | Provision for sanitary clay seal (as per BIS Code IS 2800:2019) including sterlization |
| 24 | Supplying & fixing of bail plug of M.S. pipe complete with inverted U-hook attached to the bottom plug complete in all respect. 200mm internal diameter (weight 33.60 kg per meter) 6.4 mm thickness |
| 25 | Drilling of test bore hole including the rate for logging (Electric logging shall be carried out by Contractor upto full depth) to be paid only for the drilling depth beyond the bail plug margin or the tubewell is abandoned (Paid as per Actual) |
| 26 | 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. ( Solar Panel qty as 550 watt panel) |
| 27 | Construction of One No. Brick Masonary Pump Chamber of Size 3.05 x 3.70 Mtr. to house the pumping machinery as per standard design Including inside gravel pit, electric wiring & Water Closet complete in all respects. |
| 28 | Constructing of 1 No. RCC 1.0 OHSR of 50KL Capacity having staging Height 17 mtr. & FSL 20 mtr from formation level complete with external RCC Stair case with landing slabs at each staging RCC roof, ventilator single manhole cover lightning conductor etc. complete as described in schedule No.3 providing and fixing CI/ DI K9 D/F expansion Joints, bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing Duck foot bends, Conforming IS-9523 with latest amendments) and DI /CI D/F sluice Valve duty ISI marked (IS 14846-2000 Or latest on each with inlet outlet and scour pipes. Including Providing and Installing inlet outlet scour pipe and overflow DI K-9 double flanged pressure pipes centrifugally cast as per IS 8329-2000 with latest amendment duly ISI marked from bottom dome to duck foot Bond and further up to 2.75 mtr. As per detail specification TMT steel & painting of all complete shall he included in cost & P/F aluminum ladder inside/steel ladder outside tank of the OHSR including testing of soil bearing capacity tested from the reputated institute such as PEC Chandigarh / TTT Sector-26, Chandigarh GNEC/Ludhiana/Thapar Institute of Engineer and Technology Patiala Complete in all respect SBC shall be tested in the presence of Engineer or his representative as per specifications. (The specifications & drawing are based on safe bearing capacity of Soil is not less than 8.75 tons per sqm. In case the safe bearing capacity of soil is less than 8.75 tone per sqm. The contractor shall summit his own design keeping in view seismic Zone-IV 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 overflow houdi, including providing and fixing water Level indicating system and construction of plinth protection around OHSR with masonry toe wall with including foundation depth, earthing cc 1:8:16 with 40mm stone aggregate and conglomerate floor 40mm with CC 1:24 as per DWCC specification. Providing & applying, integral crystalling slurry of hydrophilic in nature for water proofing management for vertical and horizontal surface and swellable type water stop tape. |
| 29 | Extra for Carriage of Fine & Course aggregate i.e Sand & Bajri from query to water works site beyond 5 km. Carriage of Sand |
| 30 | Carriage of Bajri |
| 31 | Providing, laying, fixing and jointing of PVC Rising Main 10 Kg/ Cm² as per ISI 4985-2021 Type A (ISI Marked with the prior approval of Engineer-in-Charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete. 110 mm i/d PVC 10 Kg Cm² (Mechanically Excavation) |
| 32 | WATER SUPPLY |
| 33 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 34 | b) Size 0.9 m. x 0.9 m. |
| 35 | 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). |
| 36 | A) Class PN-1 as per ISI |
| 37 | b) 100mm i/d Sluice Valves flanged |
| 38 | Providing & installing,testing & commissioning of 1 no electrically driven Submersible Pump set make as per IS code capable of delivering 276 LPM against a head of 82 mtr complete in all respects. |
| 39 | WATER SUPPLY |
| 40 | Providing and Lowering G.I flanged column Pipe of IS: 1239-2004 medium class suitable size 65 mm |
| 41 | g) 65mm i/d |
| 42 | Providing & fixing of 1 no. Electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil immersed starter, Main Switch, VM, AMpere Meter, ELCB, Shunt capacitor. Single phase, preventer, Indicating lamps, Kit-Kat etc complete in all respect. |
| 43 | Providing and installing 100mm dia delivery main (From Tube well to Duck Foot bend including cost of C.I/D.F Pipes, D/F Sluice valves, D/F NRV & Specials as C.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects |
| 44 | COMMON SCHEDULE OF RATES |
| 45 | 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:- |
| 46 | (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:- |
| 47 | (d)) Overall size 4.0sq.mm (56/0.3mm), 3Core |
| 48 | Prov. & Installing one No. electrically equated diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 Ltr. 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 mtr. as per DWSS standard specifications as per IS 10583 Part 1.5 1987. |
| 49 | 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. T/W Site (31+22)² =106.00-10 = 96 mtr. Say 96 mtr. 96 x 3 = 288.00 mtr. |
| 50 | Providing & fixing PCC fencing pole with 6‘ height, 3\\"x3\\" top and 4\\"x3\\" base provided with 3 Nos. Hooks complete in all respect. |
| 51 | Providing & fixing D. Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing complete in all respect. |
| 52 | 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. |
| 53 | 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. |
| 54 | Construction of Foot Path with masonry toe wall 40 mm thick C.C. 1:2:4 Toping over 100 mm thick C.C. 1:8:16 and earth filling inside water works as per standard drawing complete in all respect. |
| 55 | Providing & fixing MS Sign Board Size 1.60 x 2.70 Mtr. as per standards of DWSS. |
| 56 | Providing, laying, Jointing and fixing of PVC pipes (6 kg/cm² ISI marked ) as per ISI-4985-2021 Type A (ISI marked with prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications Excavation by Mechanical means |
| 57 | Excavation by Mechanical means ( for More than 3 mtr. street width) |
| 58 | i) PVC Pipe 160 mm o/d |
| 59 | ii) 90 mm o/d PVC Pipe |
| 60 | ii) 75 mm o/d PVC Pipe |
| 61 | iv) 63 mm o/d PVC pipe |
| 62 | 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. ( Without Excavation ) |
| 63 | c) 25mm i/d |
| 64 | d) 32mm i/d |
| 65 | e) 40mm i/d |
| 66 | f) 50mm i/d |
| 67 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings. |
| 68 | b) Size 0.9 m. x 0.9 m. |
| 69 | a) Size 0.6 m. x 0.6 m. |
| 70 | Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. |
| 71 | c)) 25mm i/d Gun Metal peet valve heavy pattern. |
| 72 | d)) 32mm i/d Gun Metal peet valve heavy pattern. |
| 73 | e)) 40mm i/d Gun Metal peet valve heavy pattern. |
| 74 | f)) 50mm i/d Gun Metal peet valve heavy pattern. |
| 75 | 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). |
| 76 | A) Class PN-1 as per ISI |
| 77 | a) 80mm i/d Sluice Valves flanged |
| 78 | c) 150mm i/d Sluice Valves flanged |
| 79 | Contractor shall be quote rates only for dismantling of mettaled road & back filling with excavated earth fully compacted the restoration of the mettaled road to its original condition will be done by the concerned department i.e. PWD (B&R) PMB/Panchayati Raj) |
| 80 | G.I. Clump with red oxide/ painting complete for holding the G.I. Pipe Line in position including gutties a repaire whole in wall with cement concrete. |
| 81 | Making Connection With Existing Pipe Line |
| 82 | Dismantling of cement concrete road and restoration in original condition. |
| 83 | Providing proposed water connection to house hold up to wall with providing, laying jointing, testing G.I pipe lines 15mm i/d,B-Class, (Above GL), Prov. & Fixing MDPE Pipe 15 mm i/d ( Below GL) with specials including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in the ground and ISI cock 15mm i/d GM ferrule as per IS: 2692 and 3\\" i/d clamp with c.i bib cock 15mm i/d as per IS:210 with stainless steel spindle of approved make. |
| 84 | Providing proposed water connection to house hold up to wall with providing, laying jointing, testing G.I pipe lines 15mm i/d,B-Class, (Above GL),Prov. & 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 cock 15mm i/d GM ferrule as per IS: 2692 and 3\\" i/d clamp with c.i bib cock 15mm i/d as per IS:210 with stainless steel spindle of approved make. |
| 85 | Carriage of Sand |
| 86 | Carriage of Bajri |
| 87 | Carriage of Bricks |
| 88 | Carriage of Tiles |
| 89 | HORTICULTURE |
| 90 | Supplying and planting permanent trees in prepared pits and watering |
| 91 | Planting seasonal flower in beds |
| 92 | (a)) 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. |
| 93 | Site clearance |
| 94 | (b)) 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. |
| 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 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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