Tender For Installation Of Boring & Pumping Machinery Construction Of Pump Chamber And Dismantling Of Old Structures At Industrial Estate Rajpura
Tender Value
42.63 Lakhs
Estimated cost
Bid Submission
26 Aug 2026
2 days left
EMD
85500
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patiala → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation Of Boring & Pumping Machinery Construction Of Pump Chamber And Dismantling Of Old Structures At Industrial Estate Rajpura
BOQ
| Sl. No. | Item Description |
| 1 | Sub head: 1 Construction of Pump Chamber : Pump Chamber of Size 3.70 x 4.30 mtr. as per Drq. |
| 2 | 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. |
| 3 | Cement concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type |
| 4 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 5 | Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. |
| 6 | First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level |
| 7 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement mortar in superstructure |
| 8 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 9 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 10 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 11 | Terracing consisting of tiles 22.86x11.43x 3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCCslab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. |
| 12 | Conglomerate floor 50mm thick cement concrete rate 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm fine sand filling. (Using mechenical mixer for mixing of material) |
| 13 | 20mm thick cement plaster 1:4 in two coat work |
| 14 | 12.5 mm thick cement plaster 1:4 |
| 15 | Plastering on underside of ceiling 10 mm thick cement plaster 1:3 |
| 16 | Hollock wood doors shutter windows shutter including hinges, screws, chocks,cheats, stops cords etc. complete fixed in position. panelled, glazed or glazed and panelled. |
| 17 | 40mm thick |
| 18 | Kiln seasonal Hollock wood cup board chowkats including iron hold fasts, iron hinges corner straps, wooden knobs or handles fixed in position |
| 19 | (Size 45 x 60mm). |
| 20 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 21 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade |
| 22 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 23 | 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. |
| 24 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in-charge. |
| 25 | UPVC 110 mm bend |
| 26 | Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 |
| 27 | Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 28 | Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position. |
| 29 | R.S joists |
| 30 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 31 | Supply & Fixing of pressed steel frames (Chowkats) consisting of 18 gauge (1.25mm)thick steel sheet of the specified section (standard design latest) including iron lugs (hold fasts) iron hinges, confirming to P.W.D.specifications including bolts for fixing stops, lock notch provision for receiving tower bolts, Hydraulic spring and finished with one priming coat of approved quality, fixed in position, including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete. |
| 32 | Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate weighing 3.43 kg per meter. |
| 33 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 34 | Cement concrete 1:2:4 gola 10cm x 10 cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified |
| 35 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidated lead upto 30 mtr. |
| 36 | White washing (Three coat) |
| 37 | Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade |
| 38 | Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade |
| 39 | Providing & fixing glass strips 4mm thick in floors. |
| 40 | 50mm wide |
| 41 | 40mm wide |
| 42 | Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect glazed area above 0.9 Sqm |
| 43 | 4mm thick or 10.78 Kg/ sqm |
| 44 | Foot Rest for Manhole : 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 with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 45 | Painting new letters and figures of black synthetic enamel paint to an even shade |
| 46 | Sub Head 2- Borwell & Pumping machinary |
| 47 | Drilling of 650 mm 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. |
| 48 | Drilling of 650 mm dia bore with Reverse Rotatry Ring Upto 150 m depth BGL. |
| 49 | Drilling of 650 mm dia bore with Reverse Rotatry Ring Beyond 150 m depth up to 300 Mtr |
| 50 | Drilling of 650mm dia bore with Reverse Rotatry Rig Beyond 300 m depth BGL up to onward depth |
| 51 | Supplying, lowering of MS as per IS: 4270-2001 including MS sockets having dimensions as per IS code of duly welded with MS electrode to have extra strength to lower the pipe into tube well bore complete in all respect. |
| 52 | 200 mm nominal diamente( weight 41.6 Kg per metre) 8.0 mm thickness |
| 53 | 300 mm nominal diameter ( weight 62.3 kg per metre ) 8.00 mm thickness. |
| 54 | Supplying, lowering of stainless Steel Cage type wire wound screen as per IS: 8110-2000 or latest with SS socket to connect Strainer Duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore. |
| 55 | 200 mm nominal size dia. (slot size .75) 8.00 mm thick |
| 56 | 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. |
| 57 | 200mm internal diameter |
| 58 | 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). Note:- The rate including loading & unloading charge. Carriage from quarry site will be paid extra as per actual. |
| 59 | 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. |
| 60 | Capacity of Air compressor 300 cfm at 250 PSI |
| 61 | 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. |
| 62 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. |
| 63 | 200 mm internal diameter |
| 64 | 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. |
| 65 | Supplying & Fixing of M.S pipe bail plug suitable for 200mm dia UPVC casing pipe having thickness of socket as 12mm, length 100mm & base plate of 8mm thick complete in all respect. |
| 66 | 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). |
| 67 | Class PN-1.6 as per ISI 80mm i/d Sluice Valves flanged |
| 68 | Providing & fixing Dual plate check valve flanged end class PN-1.6 as per IS with nitrile seat SS shaft & springs in pipe lines including jointing & cost of Nut Bolt, rubber insertion etc. complete. |
| 69 | 80mm i/d check valve |
| 70 | 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. |
| 71 | 300 mm internal diameter |
| 72 | Making electric logging of borehole with electronic well logger including cost of equipment at site etc. in all complete respect. |
| 73 | Supplying and fixing mild steel centring guides made of 32mm x 6mm thick M.S bar complete in all respects. |
| 74 | Supplying at site wooden box of suitable size with lid & locking arrangement for preserving strata sample collected from bore. |
| 75 | Supplying, fixing and testing at site Automatic electronic typewater level indication system with gun metal float sensor and electrical cable suitable for three phase pump submersible / monoblock to be fixed on existing panel for OHSRs complete in all respects. |
| 76 | Providing and fixing M.S taper/ reducer made out of 6 mm thick M.S sheet complete in all respect. |
| 77 | Reducer 300mm x 200mm |
| 78 | Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic,lead, mercury, pesticide etc. |
| 79 | Making temporary water supply arrangement for drilling of tubewell with reverse rotary rig till completion of bore and packing of gravel |
| 80 | Depth of temporary bore upto 90 mtr |
| 81 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 82 | Depth upto 1.5m B.G.L. For all kinds of soil except of rocky. |
| 83 | CHLORINATION & DISINFECTION |
| 84 | Providing, Fixing wall mounted electronic dosing metering pump capacity 0-5 Ltr. Hr. and maximum presure 10 Bar complete with saction discharge & injector assemblies 100 Ltr dosing media container complete in all respects, reputed make as approved by Engineer-in-charge. |
| 85 | PUMPING MACHINERY |
| 86 | Supply ,errection ,testing and commissioning of electrically driven ,water lubricated submercible pumping set capable of diverting 1 lakh LPH of water per hour against a hesd of 250 feet coupled with electric motor of 40/41 BHP confirming to IS 8034-1976 with N.R.V. complete in all respect including all (civil, electical & mechanical)works related thereof for tubewell should be BPHP333/6-41HP or equivalent of as approved by the Engineer in-charge) .with the following specifications: |
| 87 | Pump :- Submercible puping set shall be manufactured in accordance with IS:8034/1976 with up to date ammendments .It shall be centrifugal multistage pump having bronze impeller ,dynamically balanced to ensure cavitation and hunting free performance The bowl shall be of cast iron and shall be capable of withstanding hydrostatic pressure equal to twice the pressure at duty point or 1.5 times the shut off whichever is higher .Bowa assembly shall be with adopter piece .The impeller shaft should be of stainless steel and guided with bearing provided with suction case along with strainer. |
| 88 | Motors:- The motor shall be totally enclosed squirrel cage induction electric motor and shall be provided with thrust bearing to withstand wt. of all rotating parts and hydraulic thrust .The motor shall be provided with suitable device to make care of expansion & contraction of lubricating water inside the motor. The winding of motor shall be acessible to hand after dismantling motor for repair if required.It shall be capable of 400V +7.5% 3 phase 50cycle AC Supply running 41 BHP of motor @2900 RPM. The motor shall be properly sealed so as not to allow any part of liquidnto enrer into it from either side of the motor shaft. |
| 89 | Column pipes :-Providing and fixing 100 mm dia E.R.W. type column pipe with clamps. Both ends of the pipe shall be screwed & fitted with steel flanges sealed after screwing with the pipes. The flanges shall confirm to BS-10/1962 table D. The thickness of column pipe shall be of class B& confirming to IS1239 with upto date amendments. Suitable increaser shall be provided with the pump. Internal dia of pipe shall be 1\\" more than the outlet size of pump. Flanges should be suitable for submercible pumping set including the cost of joints rubber inserttion nuts, bolts & washers etc. complete in all respects. Providing and fixing M.S. girder frames 6' long (ISMB 250x125x12 mm) and M.S. bed plate 12 mm thick of size 28\\"x28\\" for bore well complete in all respects. (Already approved rate) |
| 90 | Panel Board:- Panel Board having size 900 mmx750 mmx250 mm made of prestressed cold rolled sheet (2 mm th.) and autoclaved painted .The board should comprise of rigid welded structural frames made of structural steel section of not less than 3 mm thickness .The board should be smoothly finished & free from flaws. It should have space for providing power meter. The panel board should have the following flush mounted instruments. (rate should include of all the Following items from 63.01 to 63.09:- |
| 91 | Starter :- To control the motor automatic push button ,air break star-delta starter suitable for 41 BHP motor having an adjustable delay relay for automatic change from star to delta in upto 20 seconds ,three phase, thermal over load relays ,tripping 7reset device should be provided .The starter shall be shall be suitable for voltage range of 350-415 V.Rating of starter shall be 1.25 times the rating pf motor =1 No |
| 92 | Moulded Case Circuit Breaker (MCCB):-MCCB of 100 Amp. For required load with adjustable thermal over load relays of suitable rating and thermal over load relays of suitable rating and magnetic relay fixed at 100 Ampere. However the MCCB should be able to 5 KV short circuit current=1 no. |
| 93 | Ammeter 0-100 Amp.:- Ammeter 0-100 Amp. Range 4\\" x 4\\" size, operated &shall be of high quality industrial 'A' grade confir-ming to latest relevent I.S. specifications=1 no. Selector switch for voltmeter shall be of 1 no Selector switch for ammeter shall be of 1 no |
| 94 | Voltmeter 0-500 Volts :- Voltmeter 0-100 Amp. Range 4\\" x 4\\" size, of suitable range& shall be of high quality industrial 'A' grade confirming to latest relevent I.S. specifications=1 no. |
| 95 | Single Phase preventer: Single phase preventer suitable for checking the negative sequence having built in time relay upto 40 seconds so that this may not trip while starting on load .Rating of C T's if required may also be indicated/provided.=1 set Switch fuse unit of 100 Amp. Rating shall be of its equivalent makes=1 set Indicating lamps (R.Y.B.) shall be of ESS/BEE/Concord make =1 set Thimbles of as reqd. HRC Fuse unit of 100 Amp. Rating with fuse basis shall be of =3 set Terminal strips =3.no |
| 96 | Wiring in PVC insulated copper conductor cable Power capacitor left bare (unsheatherd) of size 6 mm square with copper thimbles and wire clips ( ISI ) marked as required as per site=1 no. Time switch of suitable rating for fully automatic start/off central as per time adjustment of L&T of 63 ampere rating with sensitivity of LK or its equivalent makes=1 no. (Make :-Gutts/Bentex/Havells Voltage balacing relay (electronic type) with Sheet metal/iron clad tripple protection to reverse rotating =1 no. |
| 97 | Shunt Capacitor:-of 9KVARin 515/440 volts oil immersed, self-healing, dust proof, hermetically sealed with special epoxy confirming to I.S.2834 duly ISI as per PSEB requirement=1 no.. |
| 98 | E.L.C.B. 300 m.a. =1 no. |
| 99 | Main Switch :- pole switch with neutral link of 100 ampere 415 volts =1 |
| 100 | Cable &Clamps:-Supply &fixing of submersible black cable of 16 mm sq. capacity ,3 core copper conductor. It shall also have required no. of clamps as per requirement of site, complete in all respects. Entire satisfaction of Engineer-in-Charge. |
| 101 | Lowerin Clamps:- 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. |
| 102 | Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling). |
| 103 | Sub Head 3 Dismantling of old Structures |
| 104 | Dismantling brick work tile, masonry or tile lining |
| 105 | In cement |
| 106 | Dismantling concrete |
| 107 | Reinforced cement concrete |
| 108 | Credit of bricks |
| 109 | Credit of steel Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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