Tender For Bid Document Of Village Dhande (Mh-Fc) Augmentation Of W/S Scheme Dhande , Block Qadian, District Gurdaspur (Tubewell Based) (Under Head Nabard-Xxxi)Providing & Installing 1 No. 150Mm I/D Straight Upto 120Mtr Depth With Hand Boring , Const
Tender Value
54.93 Lakhs
Estimated cost
Bid Submission
03 Aug 2026
6 days left
EMD
1.09 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
Gurdaspur → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Bid Document Of Village Dhande (Mh-Fc) Augmentation Of W/S Scheme Dhande , Block Qadian, District Gurdaspur (Tubewell Based) (Under Head Nabard-Xxxi)Providing & Installing 1 No. 150Mm I/D Straight Upto 120Mtr Depth With Hand Boring , Construction Of Pump Chamber Size 2.50 M X 2.50M With Gravel Pit, Pumping Machinery, Construction Of Ohsr 25000 Ltr Capacity Having Staging Height 15.50 Mtr And Fsl 17.20 From Formation Level, Providing & Installing 100 Mm Dia Delivery Main, Chlorinator, All Civil Works, Supplying And Laying Of Upvc Pipe, Sluice Valve And Making With Rising Main, Development Of Water Works, Distribution Pipe Line And Water Connections, Carriage Of Materials Complete In All Respects.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Jul-2026 | corrigendum1 | Date | 27-Jul-2026 |
| 2 | 27-Jul-2026 | corrigendum4 | Date | 03-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Boring with 200mm i/d casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered and tested equipement as required such as hand boring machine and its accessory, transportation to site and vice versa etc complete in all respect.(a) Boring with 200mm i/d housing pipe |
| 2 | Supplying, lowering of mild steel pipes as per IS: 4270-2001 including MS Sockets having dimension as per IS code dully welded with MS electrode to have extra strength to lower the pipe into Tubewell Bore complete in all respects. (b) 150mm nominal dia meter (weight 21.6kg per meter) 5.4mm thickness. |
| 3 | Supplying,fixing & lowering of stainless steel cage type wire wound screen as per IS: 8110-2000 or latest ISI marked, dully welded with suitable grade S.S welding electrode to lower the strainer into Tube well Bore. (150mm i/d steel strainer) (slot size 0.15/0.20mm) 5.00 mm thickness |
| 4 | Supplying, fixing and lowering of stainless steel socket as per ISI 8110-2000 or latest ISI marked duly welded with suitable grade SS welding electode to lower the straineer in to tubewell bore complete in all respect. (a) (150mm) i/d |
| 5 | 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. (c) 150mm internal diameter. |
| 6 | Supplying and fixing of bail plug of MS pipe complete with inverted U-hook attached to the bottom plug complete in all respects (b) (150mm) i/d weight 21.6 kg p/m) 5.40 mm Thickness. |
| 7 | Supplying and fixing of well cap having threads to fix on housing pipe.Complete in all respects (b) (150mm i/d) |
| 8 | Supplying and fixing of mild steel clamps of size 150 mm x 12mm made out of MS Flat 1.52m) long, suitable to fit housing pipe including the cost Nut & Bolt of Suitable size complete in all respects |
| 9 | Supplying at site wooden box of suitable size with lid and locking arrangement for preserving strata sample collected from the bore. |
| 10 | Testing of Water Sample for heavy metal from approved laboratory (Toxic material sucha as arsenic, lead, mercury, pesticide and Uranium etc.) |
| 11 | Development and stabilizing of the tube-well with Air Compressor of required capacity as directed by the Engineer-in-charge including cost of tools appliances and consumable to the satisfaction of Engineer-in-charge. (a) Capacity of Air Compressor 300cfm at 250 PSI |
| 12 | Development and stabilizing of the tube-well with Submersible Pump of required capacity as directed by the Engineer-in-charge including cost of tools appliances and consumable to the satisfaction of Engineer-in-charge. |
| 13 | Collection of water sample from different strata and testing of sample from approved laboratory (Physical & Chemical Analysis) |
| 14 | Provision for sanitary clay seal and sterilization of tubewell as per is code 2800-2019 |
| 15 | PUMP CHAMBER:- Construction of Pump Chamber size 2.50 m x 2.50m with gravel pit including electric wiring etc as per DWSS standard design and 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 , Super structure WC room etc. |
| 16 | PUMPING MACHINERY:- Providing & installing, testing & commisioning of 1 no electrically driven Submersible Pump set capable of delivering 2.30 LPS against a head of 41 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 G.I column Pipe of IS 1239-2004 medium class suitable size 50mm mm & length 20.50mtr (in 3.00 mtr lengths each with flanges,screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable of 35 mtr length and 2.50 mm2 size as per IS694-1990 reaffirmed 2000 complete in all respects (Rate of Motor with Pump 5 BHP) |
| 17 | Panel Board |
| 18 | Submersible cable Size 2.50mm2 |
| 19 | Column Pipe (G.I) 50mm i/d |
| 20 | C.I.FITTING INSIDE PUMP CHAMBER:- Providing & 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 Non Return Valve & Specials as C.I. Bends, Tail Piece Tees, Pressure gauge, Air Valve,,V notch Haudi inside the Pump chamber as per DWSS standard design and analysis complete in all respects. (Annexure-3) As per IS1536-2001 & 1538-1993 reaffirmed 1999 |
| 21 | Disinfection Unit:- Providing Installing testing and commissioning and one no. electronically actuated, diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 ltr of bleaching powder solution/ sodium hypo solution per hrs under maximum deliver pressure upto 7kg/cm2 and suction left not less than 1.5 meter. |
| 22 | Constructing of 1 No. RCC OHSR of 25KL (25000 ltr) Capacity having staging Height 15.50 mtr. & FSL 17.20 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 D1 19 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 Bend 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 submit 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 DWSS 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. |
| 23 | PVC RISING MAIN :- Providing, Laying , fixing & jointing of uPVC Pipes (Type-A) as per ISI-4985-2021 (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 as per specifications. (10 Kgf./sqcm) Analysis Attached. 110mm o/d (Mechanical) |
| 24 | Sluice Valve & Sluice Valve Chambers :- Providing & fixing C.I/D.I Flanged end, stem of SS (AIS1410) 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). A)Class PN-1 as per ISI (100 mm i/d Sluice Vavle flanged) |
| 25 | Consturction of masonary Sluice valve chamber excluding Sluice valve cover as per standard design & drawings of pubic health department. Size 0.9 m. x 0.9 m. |
| 26 | DEVELOPMENT OF WATER WORKS SITE.:- Providing & fixing 1.2mtr high fencing around the head works site with 1.65 meter post, placed every 2.5 meters apart, embedded in cement concrete blocks and every tenth post to be strutted with three rows of G.I. Barbed wire weighing 9.34 Kg per 100 meters (minimum) and fixing with GI staples tied to 6mm bar nib, with binding wire or by providing cut, including drilling holes in the post, including cost of posts, winding wire, strutted earth work in the post & aluminum painting complete in all respects as per DWSS standard Drawing and analysis. |
| 27 | 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. |
| 28 | Providing & fixing D-Hook complete with MS Bolts size 300mm x 18mm as per DWSS standard Drawing and analysis |
| 29 | Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per DWSS standard Drawing & Analysis |
| 30 | Construction of masonry gate pillar including cost of MS Steel Gate size 1.22 m x 1.37 m as per DWSS standard Drawing and analysis |
| 31 | Construction of Foot Path with masonry toe wall & earth filling and Cement Concrete 1:8:16 with 40 mm gauge stone aggregate, 40 mm thick cement concrete topping 1:2:4, inside water works as per DWSS standard Drawing and analysis |
| 32 | Providing & fixing MS sign Board as per DWSS standard design and analysis. |
| 33 | Providing, Laying , fixing & jointing of uPVC Pipes (Type-A) as per ISI-4985-2021 (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 as per specifications including cost of excavation complete in all respect Standard analysis attached . (6Kgf./sqcm) Excavation with JCB (uPVC Pipe 63 mm o/d ) |
| 34 | Excavation With JCB uPVC Pipe 75 mm o/d |
| 35 | Excavation With JCB uPVC Pipe 90 mm o/d |
| 36 | Excavation With JCB uPVC pipe 110mm o/d |
| 37 | Excavation with Manually uPVC Pipe 63 mm o/d |
| 38 | Providing and laying, jointing, fixing testing ISI marked GI Pipe (as per IS 1239) B-Class, premium make such as including cost of Specials such as tee, bends, sockets, elbow etc., cutting threading and testing in trenches in the ground complete . Excavation with Manually(G.I. pipe 80mm i/d) |
| 39 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS1410) 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). A) Class PN- 1 as per ISI 80mm i/d Sluice Vavle flanged. |
| 40 | Consturction of masonary Sluice valve chamber excluding Sluice valve cover as per standard design & drawings of pubic health department. Size 0.6 m. x 0.6 m. |
| 41 | Dismantling Interlock+ Brick complete in all respect as per DWSS Standard Approved Analysis ( Restroration Only Interlock) 63/mm o/d |
| 42 | Dismantling Concrete+ Brick complete in all respect as per DWSS Standard Approved Analysis ( Restroration Only Cement Concrete) 63mm i/d |
| 43 | Dismantling and restoration brick paving complete in all respect as per DWSS standard approved analysis. PVC pipe 63mm o/d |
| 44 | Dismantling and restoration brick paving complete in all respect as per DWSS standard approved analysis. PVC Pipe 75mm o/d |
| 45 | Dismantling and restoration brick paving complete in all respect as per DWSS standard approved analysis. PVC Pipe 90mm o/d |
| 46 | Dismantling and restoration Cement Concrete complete in all respect as per DWSS standard approved analysis. PVC Pipe 63mm o/d |
| 47 | Hand boring Horizontly for crossing of pipe under road or any other obstacle by using Auger/Bocki method.Including excavation , stringing and jointing of pipe upto 160mm complete. |
| 48 | Household water connection ISI Marked, Providing proposed water connection to house hold up to wall with providing laying , jointing, testing G.I pipeline 15mm i/d B class above GL Providing and fixing MDPE pipe line 15mm i/d with special below GL, including cost of specials such as tees, bends, sockets, elbow etc, cutting threading and testing in trenches in the ground and ISI marked 15mm i/d GM ferrule as oer 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 complete with excavation. |
| 49 | Extra Carriage of Fine Aggrigate (Sand) payable upto lead 65 Km |
| 50 | Extra Carriage of Course Aggrigate (Bajri) payable upto lead 65 Km |
| 51 | Extra Carriage of Bricks payable |
| 52 | 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. |
| 53 | HORTICULTUREGrassing of grounds with doob grass including uprooting rank vegetation and weeds by digging the area to a depth of 15 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, rough dressing and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting grass roots in rows 10 cm apart in both directions, watering, weeding and maintenance till turf is formed |
| 54 | Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control. |
| 55 | Supplying and planting permanent trees in prepared pits and watering Sapling not less than 1.8 mtr height with 2.5 mtr clipper. |
| 56 | Planting bulbous flower beds including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 30cm distance from plant to plant and row to row. |
| 57 | 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. |
| 58 | Provision for one way stand post with khura complete in all respect Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 27, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 03, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysAug 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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