Tender For Improvement Of Water Supply System To Gp Gheory, Beehan And Its Adjoining Panchayat By Tapping New Source In Tehsil Dehra Distt. Kangra (Hp)(Sh:- Construction of 2 Nos. T/Wells, Pump House Cum Attendant Room, Construction of Up Gradation M
Tender Value
16.15 Crore
Estimated cost
Bid Submission
04 Aug 2026
8 days left
EMD
16.90 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Water Supply System To Gp Gheory, Beehan And Its Adjoining Panchayat By Tapping New Source In Tehsil Dehra Distt. Kangra (Hp)(Sh:- Construction of 2 Nos. T/Wells, Pump House Cum Attendant Room, Construction of Up Gradation Main Storage Tanks Of 530000 Ltr., 470000 Litrs. & 440000 Litrs Cap, Construction of Up Gradation Sector Storage Tank Of 100000 Ltr. Capacity & Construction of 6 Nos. Ohsr Of Various Capacities And Different Stages, Construction of Boundary Wall, Retaining Wall , Construction of Wire Crates, Provision Of providing and Fixing Uv Treatment Plant , Construction of Gaseous Chlorination & Pre-Fabricated Room , Construction of Thrust Block For Rising Main, providing and laying Of Rising Main & Distribution System & supply erection Of Pumping Machinery With Automation Including Trial Run Period Of Three (3) Months And Defect Liability Period Of 06 Months After Physical Completion Of All Components And Successful Commissioning Of The Scheme)
BOQ
| Sl. No. | Item Description |
| 1 | Transportation of Rig along with allied accessories etc. Complete including errection and leveling at site, through all kind of roads,approaches field etc. in all lead and lifts upto site of work, complete in all respect as per the directions of Engineer - in- Charge. |
| 2 | Drilling of bore as per specifications laid down in IS 2800-1991(Part-I) with upto date ammendments,if any, with percussion Rig or combination drilling Rig starting with 650-600 mm dia B19MS Pipe reduced to 550-500 mm dia MS Pipe confiming to IS 4270-2001 with upto date amendments,if any,in all kinds of soils,boulders,rocks,collapsible strata, saturated soils,artesian conditions including the cost of all consumbales, stores,Water, of Engineer-in-Charge. |
| 3 | Drilling and lowering of MS casing pipes confirming to IS 4270-2001 with upto date amendments,if any of suitable sizes as mentioned above from 0-30 mtrs below ground level within all leads and lifts. |
| 4 | Drilling and lowering of MS casing pipes confirming to IS 4270-2001 with upto date amendments,if any of suitable sizes as mentioned above from 30-60 mtrs below ground level within all leads and lifts. |
| 5 | Drilling and lowering of MS casing pipes confirming to IS 4270-2001 with upto date amendments,if any of suitable sizes as mentioned above from 60-90 mtrs below ground level within all leads and lifts. |
| 6 | Collection,preservation and display of suitable size sample box with top lid and looking arrangment till handing over of the tube well to the department,complete in all respect as per direction of the Engineer-in-Charge. |
| 7 | Supplying and lowering of IS Marked Electric Resistance Welded M.S.Pipe 200mm.dia nominal size,8mm.thick having outside diametre 323.9mm.bevelled edge confirming to IS-4270-2001 with upto date ammendments,if any, about 4.00 m. to 7.00 metres in length, welded without any circumferential joints, into bore hole in vertical position including cost of all scaffolding derricks,poles clamps embedded in foundationetc. including cost of all cuttings, threading and welding of pipes etc.within all leads and lifts complete in all respect as per the dirctions of Engineer-in-Charge. |
| 8 | Providing and lowering of IS Marked Electric Resistance Welded M.S. Sloted Pipe 200mm.dia nominal size,8.38mm.thick having outside diametre 323.80mm.screwed and socketted confirming to IS-4270-2001 slot size 1.5 X 75 mm welded with upto date ammendments,if any, about 4.00 m. to 7.00 metres in length, welded without any circumferential joints, into bore hole in vertical position including cost of all scaffolding derricks,poles clamps embedded in foundationetc. including cost of all cuttings, threading and welding of pipes etc.within all leads and lifts complete in all respect as per the dirctions of Engineer-in-Charge. |
| 9 | Providing and fixing MS taper / reducer as per length approved by Engineer-in-Charge the material of MS Taper/ reducer shall be equivalent to pipe material and shall be confirmed to chemical composition as per 4270-2001 with upto date ammendments if any complete in all respect as per direction of the Engineer-in-Charge. |
| 10 | Supplying and lowering of IS Marked Electric Resistance Welded M.S.Pipe 200mm.dia nominal size, housing 6.40mm.thick having outside diametre 219.10mm.bevelled edge confirming to IS-4270-2001 with upto date ammendments,if any, about 4.00 m. to 7.00 metres in length, welded without any circumferential joints, into bore hole in vertical position including cost of all scaffolding derricks,poles clamps embedded in foundationetc. including cost of all cuttings, threading and welding of pipes etc.within all leads and lifts complete in all respect as per the dirctions of Engineer-in-Charge. |
| 11 | Providing and lowering of IS Marked Electric Resistance Welded M.S. Sloted Pipe 200mm.dia nominal size,housing 7.04mm.thick having outside diametre 219.10mm.screwed and socketted confirming to IS-4270-2001 slot size 1.50 X 75 mm welded with upto date ammendments,if any, about 4.00 m. to 7.00 metres in length, welded without any circumferential joints, into bore hole in vertical position including cost of all scaffolding derricks,poles clamps embedded in foundationetc. including cost of all cuttings, threading and welding of pipes etc.within all leads and lifts complete in all respect as per the dirctions of Engineer-in-Charge. |
| 12 | Providing and fixing MS centralized guides at suitable spacing for each Tube well as per IS 226-1991 with upto date ammendments if any within all leads and lifts 1x4 Nos complete in all respect as per the dirctions of Engineer-in-Charge. |
| 13 | Supplying,lowering and fixing in position IS-Marked mild steel bail plug of 200mm / 300mm diametres with \\"U\\" hooks as per IS-2800-1991 with uptodate ammendments,if any,within all leads and lifts,complete in all respects as per the directions of the Engineer-In-Charge. |
| 14 | Providing and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required,within all leads and lifts,complete in all respects as per the directions of the Engineer-In-Charge. |
| 15 | Supplying and packing of gravel,consisting of hard quartz or other suitable material,with an average specific gravity of not less than 2.5,not containing more than 2% by weight of thin flat or elongated pieces,shall be of sub rounded grains with minimum angular features of size 2-3.35 mm,shall be free from impurities such as shale mica,felspar,clay ,sand,dirt,loam haematite and organic materials as per IS-4097-1967 with uptodate amendments,if any, around intake of tube well with min. thickness of shroud around screen generally 100mm to the entire depth of the bore as per IS-2800(Part-1):1991 with uptodate amendments,if any, with in all leads and lifts complete in all respect as per directions of the Engineer-In-Charge. |
| 16 | Development of Tube-Well bybackwashing method,with aircompressor of minimum 750 CFM capacity pumping pipe of 200mm size and air line of minimum 65mm size or with other suitable method, till the Well is thoroughly developed as per clause 4.2 of IS 11189:1985,with uptodate ammendments,if any; complete in all respects as per the directions of the Engineer-In-Charge. |
| 17 | Development of Tube-Well by continuous over pumping method,with VT pumps/Sub - '-mersible pumps of suitable capacity not less than double the discharge established by the compressor method/design discharge,untill the well is sand free as per IS-11189 :1985 with with uptodate ammendments,if any; complete in all respect as per the directions of the Engineer-In-Charge.The draw down and discharge to be established by running the VT/Submersible pump continuously for 8 hours in the presence of officer not less than the rank of Assistant Engineer. |
| 18 | Testing the Verticality of theTube-Well as per Clause-4.3 of IS-2800(Part-II) 1979 with uptodate ammendments,if any,using plumb or plunger 6mm smaller in dia within the inside diameter of the Well casing. The result of the verticality test shall be recorded on performa shown in Appendix -A of IS:2800(Part-II) 1979 with uptodate ammendments,if any as appended with the tender documents and handed over complete in all respects as per the directions of the Engineer-In-Charge. |
| 19 | Dismentalling of Rig or other allied , accessories after completion of job within all leads & lifts, complete in all respects as per directions of the Engineer-In-Charge. |
| 20 | Handing over of the Tube-Well in complete shape as per appendix-B of the Clause-7 of IS-2800 (Part-II):1979 with uptodate ammendments,if any,as appended with the tender documents in laminated form,in triplicate,complete in all respect as per the directions of the Engineer-in-Charge. |
| 21 | Pump House:- Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room (M-25) including all allied Civil Works, Electrical works, internal lighting, Sanitary work, Site development, cutting/ excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls (3 mtr from the edge of each structure), Toilets, Septic Tanks, External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane of 5 tonne capacity, dewatering etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The contractor shall provide 3 sets of approved drawing and design with one soft copy to the department. (Refer Data Sheet No.1) |
| 22 | Pump house Cum chowkidar / Attendent Qtr 111.60 Sqm. Plinth area (With Gantry System) |
| 23 | Main Reservoir , Collection Tanks & Sector Storage tanks: - Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground & Over Head storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:1.5:3),M25 in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as SS ladders inside and MS Laddersoutside, CI cowl type ventilator, MS manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves, be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 3 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Refer to Data Sheet No.2) |
| 24 | RCC Under Ground/Ground Level Collection Tank 5,30,000 Ltrs Capacity at Node No. 1 |
| 25 | RCC Under Ground/Ground Level Collection Tank 4,70,000 Ltrs Capacity at Node No.2 |
| 26 | RCC Under Ground/Ground Level Collection Tank 4,40,000 Ltrs Capacity at Node No 3 |
| 27 | RCC Under Ground/Ground Level Sector storage Tank 1,00,000 Ltrs Capacity at Node No 6 |
| 28 | RCC Over Head Sector Tank 15 mtr Staging Height 90,000 Ltrs Capacity at Node No. 470 |
| 29 | RCC Over Head Sector Storage Tank 15 mtr Staging Height 70,000 Ltrs Capacity at Node No. 30 |
| 30 | RCC Over Head Sector Storage Tank 15 mtr Staging Height 1,00,000 Ltrs Capacity at Node No. A |
| 31 | RCC Over Head Sector Storage Tank 15 mtr Staging Height 1,50,000 Ltrs Capacity at Node No. 49 |
| 32 | RCC Over Head Sector Storage Tank 15 mtr Staging Height 70,000 Ltrs Capacity at Node No. 33A |
| 33 | RCC Over Head Sector Storage Tank 15 mtr Staging Height 50,000 Ltrs Capacity at Node No. 41 |
| 34 | PUMPING MACHINERY (Refer to Data SheetNo. 3) |
| 35 | Supply of star rated energy efficient Submersible pumping set of KSB/Calama/ WPIL/ Crompton/BS/ SABAR/ Oswal/ Kirloskar or any other make approved by JSV HP conforming to latest relevant IS-8034 latest with upto date ammendmeds. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900/1450 rpm of reputed make conforming to BIS 9283-2013 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear.The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips, depth gauge, actuated NRV's & Sluice valves compatible for automation of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The work should be completed to the entire satisfaction of the Engineer-in – Charge. |
| 36 | Tubewell No-1 BOOSTER STAGE TO COLLECTION TANK CLEAR WATER SUBMERSIBLE PUMPS :-9.91 LPS Discharge with Head of 124.4 m - (2Nos. i/e 1 Working & 1 Stand By ) |
| 37 | Tubewell No-2 BOOSTER STAGE TO COLLECTION TANK CLEAR WATER SUBMERSIBLE PUMPS :-9.91 LPS Discharge with Head of 112.24 m - (2Nos. i/e 1 Working & 1 Stand By ) |
| 38 | PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE OR any other approved make by JSV HP confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 suitable for lifting clear water for under mentioned characteristics with 2.5% Nickel impellers, dia of priming funnels, casing ring and shaft sleeves, shaft of SS:410/AIS 1431 Chromein plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient motor minimum IE2 compliance confirming IS 12615-2018 with uptodate ammendmends of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven/ABB/CGL and suitable for operation on 415 (+)(-)15% Volt, 50 cycles/second 3 phase AC electric supply. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/motors should be as per IS: 12615-2018 with upto date amendments read with IS:900-1972. |
| 39 | The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, actuated sluice valves & NRV's compatible for automation including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative.Since the rechack & verify and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc. (Refer to Data Sheet No.3.1) |
| 40 | Pump house to Main Storage Tank at Mao Kundil with Total Head 508.99 M & Discharge 8.76 LPS (Total sets I.e 2 No working & 1 No standbye) |
| 41 | Pump house to Main Storage Tank with at Bara Gopipur Total Head 306 M & Discharge 2.34 LPS (Total sets I.e 1 No working & 1 No standbye) |
| 42 | UV Treatment :- Providing and Supplying of High Efficiency and Low Pressure LV Lamps, arranged concentrically and easily removable for 64.17 & 8.33 M3/H operational flow. The system should have minimum lamp life of 14000 Hrs with calibrated UV intensity monitoring system of reference sensor quality. It should be microprocessor based control system with touch screen graphics abd automatic wiping system. The system should have optiDetect-quartz sleeve breakage detection and variable power output (Optidose) with minimum UV dose of 80mJ/cm2 MS-2 RED UVDGM and UV Transmittance should not be less than 85% and Turbidity handling should be minimum 10 NTU. Sluice valve, CI -Y type strainers, Bends, flanges, Rubber Gasket, Nuts & Boult, 3 Core insulated wire/ cable, Cable trays,welding for fixture & fittings (MS Angle, Plate cutting,etc). Servo stablizer of required KVA. Transporation and Labour Charges. Erection and Commissioning of all the plant equipments, mechanical and electrical items with all leads and lifts as per the satisfaction of Engineer in Charge .The system should have all compliance like Certificate : ONORM M5873-1 and UV Sensor: SO 20101. It should have approval from CE and EMC approved - surpasses prevailing industrial standards(Refer Data Sheet No:-4 for further details.) |
| 43 | Gaseous Chlorination :- Supplying,errection and commissioning of gaseous chlorination complete in all respect having chlorinator capable to deliver 0-2500 gm/hr of chlorine gas along with 2 No sets of 1W+1S Booster pump set of approved make with electric motor and 2 No sets of 1W+1S water piping from water main to booster pump . It shall also consist of chlorine gas cylinder 100 Kg capacity duly approved by CCE Nagpur and filled with chlorine gas 3 Nos at each along with chlorine analyzer to indicate chlorine content level in the chlorinated water to supply. The contractor/firm shall also supply accessories/spares such as Multipurpose cylinder key--1No,lead washers-6No,Ejector Gasket-2sets,Hose Clips-4No,Ammonia Bottle-50ml-1No alongwith safety items covering chlorine leak emergency kit, self contained breathing apparatus, Eye-shower for each unit alongwith complete in all respect as per the direction of Engineer-in-charge.(Refer Data Sheet No:-5 for further details.) And Construction of Prefabrication room :- Providing and installation of 50mm thick Aerocon Panel Prefabricated Structure size 10x9ft made out of ligh weight concrete core composed of portland cement, binders, siliceous & micaceous material aggregare with Tongue & Groove arrangement including one coat of primer and one coat of enamal paint for prefab structure including trusses parting, coloumn etc. with galvalume roofing sheet of Jindal or equivalent make of 0.50 mm thick. The prefetricated rooms should have MS door frame of 30mm flush door and aluminium sliding windows with frame glass 4mm thick safty rods and shutter including mosquito mesh. The structure should have electrical wining (Anchor) with swiches, sockets & Boards and other necessary fitting complete in all respect and to the best satisfaction & direction of Engineer in charge.complete in all respect as per the direction of Engineer-in-charge. (Refer Data Sheet 9) |
| 44 | At MBR 1 Cap 5,30,000 litre |
| 45 | At MBR 2 Cap 1,00,000 litre |
| 46 | RISING MAIN ,GRAVITY MAIN & DISTRIBUTION SYSTEM.(Refer Data Sheet 10) |
| 47 | Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration, unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. (i) Pick Jumper Work 50% each (FOR RISING MAIN, GRAVITY MAINS & DISTRIBUTION SYSTEM) |
| 48 | RISNIG MAIN |
| 49 | Providing , laying, jointing with circumfrential butt welded joints by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) and testing of GMSERW pipe (Zinc Coated) of following dia meters conforming to IS 3183-2012 &1239-2012 having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . The laying of pipe shall also include flanged joints duly welded in three layers (Two inner & one outer), where ever required as per direction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing tail piece , reducers bend , tees , scour valves complete in all respects to the entire satisfaction of the Engineer in charge. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided . The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints , complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.(94 % butt welded joints & 6% flangged joints) |
| 50 | T/Well-1 to collection tank ( 125mm dia GMS pipe Class (Medium plain end) RD 0 to 1450 |
| 51 | T/Well-1 to collection tank ( 125mm dia GMS pipe Class (Medium plain end) RD 0 to 450 |
| 52 | Pump House to main storage tank at Mao Kundli (150 mm dia GMSERW pipe Class L290 or X42 ) RD 0 to 600 Mtr Wall Thickness 6.4mm |
| 53 | Pump house to Main storage tank (150 mm dia GMSERW pipe Class L290 or X42 ) RD 600 to 1200 Mtr Wall Thickness 5.60mm |
| 54 | Pump house to Main storage tank (150mm dia GMSERW pipe Class L290 or X42 ) RD 1200 to 2700 Mtr wall Thickness 5.20mm |
| 55 | Pump house to Main storage tank (150mm dia GMSERW pipe Class L290 or X42 ) RD 2700 to 8300 Mtr wall Thickness 4.8mm |
| 56 | Pump house to Main Storage tank at Bara Gopipur (65mm dia GMSERW pipe Class L210 ) RD 0 to 2460 Mtr Thickness 4.8mm . |
| 57 | Providing MS flanges in pairs conforming to BIS 6392-1971 (latest with up to date amendments) for the joints of GI/MSERW pipes of flange Table & diametre mentioned as below including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it flanged joints duly welded in three layers (Two inner & one outer),The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make where ever required as per direction of the Engineer-in-charge shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge. |
| 58 | Tube well to collection tank |
| 59 | Table 17 (125mm dia) RD 0 to 200 (Tubewell 1 to collection tank) |
| 60 | Table - 5 (125 mm diametre) Rd 200 to 1450 = 1250 Rmt (Tubewell 1 to collection tank) |
| 61 | Table - 17 (125 mm diametre) RD 0 to 450 = 450 Rmt ( Tubewell no 2 to collection tank) |
| 62 | Pump house to Main Storage tank At Mawa Kundli |
| 63 | Table - 34 (150 mm diametre) RD 0 to 2700 = 600 Rmt |
| 64 | Table - 28 (150 mm diametre) RD 2700 to 7500 = 4800 Rmt |
| 65 | Table - 17 (150 mm diametre) RD 7500 to 8100 = 600 Rmt |
| 66 | Table - 5 (150 mm diametre) RD 8100 to 8300 = 200 Rmt |
| 67 | Pump house to Main Storage tank At Bara Gopipur |
| 68 | Table - 28 (65 mm diametre) RD 0 to 1600 = 1600 Rmt |
| 69 | Table - 17 (65 mm diametre) RD 1600 to 2400 = 800 Rmt |
| 70 | Table - 5 (65 mm diametre) RD 2400 to 2830 = 430Rmt |
| 71 | Providing & fixing double flanged cast steel sluice valve of Leader/Kirlosker/KSB make class ASA-150/ASA300 for rising main and capable of withstanding the nominal seat pressure of 21kg/cm2/ 52kg cm 2as per mentioned below as per IS 1414- API/600 with upto date ammendmends for scouring & T Junction and to the entire satisfaction of Engineer-in-Charge within all leads & lifts |
| 72 | 150 mm dia Class ASA 150 |
| 73 | 150 mm dia Class ASA 300 |
| 74 | 65 mm dia Class ASA 300 |
| 75 | Providing & fixing double flanged cast steel NRV of Leader/Kirlosker/KSB make of following dia. As per BS 1868 API/600 class ASA 150/ASA 300/ASA 600 as mentioned below for rising main and capable of withstanding nominal seat pressure 21kg/cm2/ 52kg cm2 as mentioned below and as per upto date ammendmends including MS Flanges and bolts gasket etc at different locations |
| 76 | 150 mm dia Class ASA 150 |
| 77 | 150 mm dia Class ASA 300 |
| 78 | 150 mm dia Class ASA 600 |
| 79 | 125 mm dia Class ASA 300 |
| 80 | 65 mm dia Class ASA 150 |
| 81 | 65mm dia Class ASA 300 |
| 82 | Providing and fixing screwed/flanged CI air valve (double ball type) of Leader/ Kirloskar make conforming to BIS-1452-1990 with upto date ammendments as per class PN-1.0 withstanding a seat pressure 15 Kg/cm2 in rising main within all leads and lifts. 40mm Dia. |
| 83 | 25 mm |
| 84 | 50 mm |
| 85 | GRAVITY MAIN |
| 86 | Providing , Laying, jointing & testing of GMS pipe as per IS1239-2012 with upto date amendments (plain ended pipe) with circumfrential butt welded joints by electrical arc welding (94% welding and 6% flanged joint ) with minimum two layers capable to withstand required test pressure (minimum welding thickness shall be equal to pipe wall thickness) including manufacturing and fabrication of reducers/ tapers, all short pieces, bends of required degrees as per site requirement made from parent tubes. The laying of pipe shall also include intermediate flanged joints spaced at an interval of 16 pipe lengths or where ever required as per direction of the Engineer-in-charge duly welded in three layers (two for outer & one on inner side) and all other operations such as cutting, welding, jointing, fabrication of bends, tees etc , lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects & to the entire satisfaction of the Engineer in charge (Earth work in trenches and the cost of providing and fixing of flanges i/c nut & bolts, gasket will be measured and paid for separately).The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. |
| 87 | GMS 65mm dia (medium class) Plain Ended |
| 88 | GMS 80mm dia (medium class) Plain Ended |
| 89 | GMS 125mm dia (medium class) Plain Ended |
| 90 | Providing MS flanges in pairs conforming to BIS 6392-1971 (latest with up to date amendments) for the joints of GI/MSERW pipes of flange Table & diametre mentioned as below including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it flanged joints duly welded in three layers (Two inner & one outer),The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make where ever required as per direction of the Engineer-in-charge shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge. |
| 91 | Table - 5 (65 mm diametre) |
| 92 | Table - 17 (65 mm diametre) |
| 93 | Table - 28 (65 mm diametre) |
| 94 | Table - 5 (80 mm diametre) |
| 95 | Table - 17 (80 mm diametre) |
| 96 | Table - 5 (125 mm diametre) |
| 97 | Table - 17 (125 mm diametre) |
| 98 | Table - 28 (125 mm diametre) |
| 99 | Providing and fixing of Cast Iron double flanged Sluice valve of KSB/Kirloskar/Leader make, class PN-1.6 conforming to BIS: 14846-2000 capable of withstanding nominal seat pressure 16kg/cm2 of following diameter. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 100 | 65mm dia |
| 101 | 80 mm dia |
| 102 | 125 mm dia |
| 103 | Providing & fixing of double flanged cast iron NRV of Leader /Kirlosker/KSB make & class as specified below as per IS CODE 5312-2004 ( Latest with upto date amendments if any) complete in all respect and to the best satisfaction and direction of Engineer -in-charge with in all leads & lifts. including MS Flanges and bolts gasket etc at different locations |
| 104 | 65 mm dia Cast Iron PN-1.6 |
| 105 | 80 mm dia Cast Iron PN-1.6 |
| 106 | 125 mm dia Cast Iron PN-1.6 |
| 107 | Providing and fixing screwed/flanged CI air valve (double ball type) of Leader/ Kirloskar make conforming to BIS-1452-1990 with upto date ammendments as per class PN-1.0 withstanding a seat pressure 15 Kg/cm2 in rising main within all leads and lifts. 40mm Dia. |
| 108 | 40 mm |
| 109 | DISTRIBUTION SYSTEM |
| 110 | Providing , laying,jointing & testing of screwed and socketted Galvanised Mild steel tube of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-2012 ( Part-II )of following diameter including all tube fitting are required as per actual site with in all leads and lifts i/c cost of G.I fitting & Valve as per the direction and entire satisfaction of Engineer-in Charge. |
| 111 | 15 MM DIA (Light Class) |
| 112 | 20 MM DIA (Light Class) |
| 113 | 25 MM DIA (Light Class) |
| 114 | 32 MM DIA (Light Class) |
| 115 | 40 MM DIA (Light Class) |
| 116 | 50 MM DIA (Light Class) |
| 117 | Providing and fixing Gun metal Gate/wheel valve of the following dia complete in all respect. |
| 118 | 15 MM DIA |
| 119 | 20 MM DIA |
| 120 | 25 MM DIA |
| 121 | 32 MM DIA |
| 122 | 40 MM DIA |
| 123 | 50 MM DIA |
| 124 | Providing and fixing screwed/flanged CI air valve (double ball type) of Leader/ Kirloskar make conforming to BIS-1452-1990 with upto date ammendments as per class PN-1.0 withstanding a seat pressure 15 Kg/cm2 in rising main within all leads and lifts. 40mm Dia. |
| 125 | 40 mm |
| 126 | Automation of the Entire Project:-The tenderer/firm shall provide proposal for automation which comprises of ( 2 Nos Tubwewells, 1 No Pump House, 2 Main storage Tanks, Providing and fixing various actuated valves of relevent class and dia as per relevant Data Sheet and technical specification shall be provided in all storage reservoirs at outlets and shall be automated in such a way that these are automattically operated at pre fixed hours/ time or any other logic decided by the department and operated from main SCADA centre at left Bank of Beas River Pump house. Electromagnetic flow meters of approved makes shall be provided at each storage reservoir outlets and its output in the shape of total quantum of water delivered in a hour day and month shall be generated at main control station. GSM based devices shall be installed at each tank location, which shall send massages through SCADA station at remote access location at Jal Shakti Circle Office Dehra, Divisional office Dehra & Subdivision Sunhet complete in all respect within all leads & lifts as per entire satisfaction of Engineer in charge. |
| 127 | CONSTRUCTION OF ANCHOR BLOCKS FOR RISING MAIN & GRAVITY MAINS |
| 128 | Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge. |
| 129 | Providing & laying cement concrete 1:4:8 (1cement : 4sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. |
| 130 | Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :- |
| 131 | Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like. |
| 132 | Providing & laying cement concrete 1:2.:4 (1cement :2 sand : 4 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-Foundation,footing,bases of columns and the like & mass concrete. |
| 133 | Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level. |
| 134 | CONSTRUCTION OF BOUNDARY WALL |
| 135 | Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge. |
| 136 | Providing & laying cement concrete 1:6:12 (1cement : 6sand : 12 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. |
| 137 | Random rubble masonary / Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand) |
| 138 | Brick work using common burunt clay building bricks in foundation and plinth in cement mortor 1:4 (1 cement : 4 sand) |
| 139 | Cement concrete flooring 1:2:4 (1 cement : 2 sand :4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating of neat cement.40 mm thick |
| 140 | Steel work welded in built up section,trusses and framed work,including cutting,hoisting fixing in position and applying a priming coat of red lead paint. |
| 141 | Fixing wire mesh pannel of size 1.80x1.20mtr fixed in a pannel made of conduit pipe of 32mm dia medium class as per design including cutting, welding to the wire mesh made of GI wire 3mm thick to the pannel complete within all leads and lifts. |
| 142 | RETAINING WALL |
| 143 | Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge. |
| 144 | Providing and laying cement concrete 1:5:10(One cement : five Sand : ten graded stone aggregate 40mm moninal size) with 15% plums & curing complete excluding the cost of form work in Retaining/wall & Beast/walls, the size of plums shall usually be 150mm to 300mm, as per HPPWD specification as per direction of Engineer in charge within all leads and lifts. |
| 145 | Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- |
| 146 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. |
| 147 | MISCLENIOUS WORK |
| 148 | Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts. |
| 149 | Wire crate made of GI wire filled with boulders & square cut faces against the wire (boulder filling to be measured & paid for separately) 15cm x 15cm mesh ( GI wire 5mm thick corresponding to SWG 6 ). Interlink chain to be used) |
| 150 | Wire crate made of GI wire filled with boulders & square cut faces against the wire (wire crates to be measured & paid for separately). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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