Uttar Pradesh Jal Nigam-UPJN has published Supply Of All Materials, Labour, T&P Etc. For Reorganization Of Khandeh Group Of Village Water Supply Scheme Including Survey, Design Of All Pipe Network, Supply And Fixing Of Raw Water And Clear Water Pumping Plants With Transformers, Repairing Of Ex. Submission Date for this Tender is 12-09-2023. Wall construction Tenders in banda Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Schedule G- Khandeh Group of Village Water Supply Scheme, District Banda |
| 2 | Zone Wise Survey, Investigation and Design of all Pipe Line Network and other required works as per instruction of Engineer Incharge including providing of 05 Set drawing with design and builtup drawing in office after completion of work. |
| 3 | Rising Main |
| 4 | Supply and Laying of different Dia and Size of D.I. pipes class K-9 with all jointing materials as per I.S. 8329/2000 or its latest amendments including Lowering, in trenches, laying jointing, hydro testing as per revelent IS Code etc complete. |
| 5 | 100 MM DI K-9 |
| 6 | 150 MM DI K-9 |
| 7 | 200 MM DI K-9 |
| 8 | 250 MM DI K-9 |
| 9 | 350 MM DI K-9 |
| 10 | Supply & Laying of following sizes of scour valves/NRV confirming to relevent I.S.S. or its latest amendement up to site of work including loading, unloading, cartage, octroi, taxes, duties, insurance etc. all complete. As per IS : 2906-1969. Kirloskar make. |
| 11 | 350 mm D.I. D/F |
| 12 | 250 mm D.I. D/F |
| 13 | 200 mm D.I. D/F |
| 14 | 150 mm D.I. D/F |
| 15 | 100 mm D.I. D/F |
| 16 | 350 mm NRV |
| 17 | 250 mm NRV |
| 18 | 20 mm Air Valve |
| 19 | Excavation for pipe line trenches requiring use of Special T&P i.e. pick axes Sabbal etc with lift upto 1.5 m. and lead up to 50 m. including filling back excavated earth into trenches and watering, ramming, dressing and removal of surplus earth upto 50 m. including supply of all materials labour T&P etc complete and as per direction of Engineer Incharge. |
| 20 | Supply of all materials labour T&P and construction of following type of chambers as per type design & drawing & as per direction of Engineer Incharge. |
| 21 | Masonary Type Chamber |
| 22 | Air Valve |
| 23 | Supply all Materials, Labour, Tools and Plants and construct RCC thrust block size at the bends etc. complete. |
| 24 | Above 350 mm Dia to 100 mm Dia |
| 25 | Dismantaling of following type road and stacking of useful material and temporary resistatement of road with old materials etc. complete. |
| 26 | Interlocking Road |
| 27 | Bitumen Road |
| 28 | C.C. Road |
| 29 | BOE Road |
| 30 | Reinstatement of the fallowing type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge. |
| 31 | Interlocking Road |
| 32 | Bitumen Road |
| 33 | C.C. Road |
| 34 | BOE Road |
| 35 | Provision for drain/nala/culvert crossingas per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I./M.S.pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge. |
| 36 | Provision for road crossing (upto 3.50 m ) as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I./M.S. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge. |
| 37 | Provision for trenchless road crossing( 3.50 m to 7.0 m) as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I./M.S. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge also including NOC charges of PWD. |
| 38 | Construction of Over Head Tank-Survey, Investigation, Soil Testing, Planning, construction, commissioning ecc. as per deslgn and drawing provided by the eontractorall in atcordantewicn che reievenclatast I.5 Codes andapprovedbythe Engineerasper conditionsof thebid documents.The design and drawings providedbythecontractorshouldbevettedbyanyIITInstituteorGovernmentEngineeringCollege approved by the Engineer, on contractor"s cost.Construction of Over Head Tank of 150 KL capacities and 16 M staging height. Supply of all materialslabour T&Petc.competeand constructiona R.C.C.(M30Grade)withmaincomponents includingcostofsoiltesting. Allthe components of O.H.T. willbecastedinM30concrete with cement,coarsesand and approved stone grit as per I.S. 11682 and I.S.456.Seismic effects andwind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure(this area is in seismic Zone Illand high damagerisk zone for wind) Proper ventilator at top dome in circular shape along with an R.C.C. coverand thickness, pi|lar of vintilator should be minimum 50 cm dia.The space betweentop dome and R.C.C. cover should be covered with mosquitonet of standard. Painting above well finish putty surface with apex ultima paint. |
| 39 | Zone-I Triveni (Capacity 125 KL/20 Mtr.) |
| 40 | Zone-II Bhurendi (Capacity 150 KL/20 Mtr.) |
| 41 | Zone-III (Capacity 100KL/20 Mtr.) |
| 42 | Zone-IV Achharanud (Capacity 100 KL/20 Mtr.) |
| 43 | Zone-V Surauli + Ujrehta (Capacity 50 KL/20 Mtr.) |
| 44 | Supply of all material labour T&P etc complete for the repairing of Achharaund Existing CWR Cum Pump House of 200 KL capacity, Repering with pressure groutting in vertical wall, bottamdom & Suction Chamber including refitting after changing packing/pipe of inlet pipe, outlet pipe, wash-out pipe, overflow pipe, chanaging of water level indicator, lighting conductor and construction of apron, relling pillar etc. |
| 45 | Distribution Network - Supply and laying of ISI Marked or its relevant code HDPE PN-8. Pipes of following sizes (Dia in mm.) with jointing Materials including all taxes, freight, loading, unloading insurance, duties, Fitting, Specials,Laying, Jointing & Testing etc. all complete.(Diameter in mm.) |
| 46 | 63 HDPE PN-8 |
| 47 | 75 HDPE PN-8 |
| 48 | 90 HDPE PN-8 |
| 49 | 110 HDPE PN-8 |
| 50 | 140 HDPE PN-8 |
| 51 | 160 HDPE PN-8 |
| 52 | 200 DI K-7 |
| 53 | Excavation for pipe line trenches requiring use of Special T&P i.e. pick axes Sabbal etc with lift upto 1.5 m. and lead up to 50 m. including filling back excavated earth into trenches and watering, ramming, dressing and removal of surplus earth upto 50 m. including supply of all materials labour T&P etc complete and as per direction of Engineer Incharge. |
| 54 | Excavation for soil mixed with kankar, Moorum, Bajri etc. |
| 55 | Supply & Fixing of following sizes of sluice valves confirming to relevent I.S.S. or its latest amendement up to site of work including loading, unloading, cartage, octroi, taxes, duties, insurance etc. all complete. As per IS : 2906-1969. Kirloskar make. |
| 56 | D. I. D/F Sluice Valve |
| 57 | 65 mm dia |
| 58 | 80 mm dia |
| 59 | 100 mm dia |
| 60 | 150 mm dia |
| 61 | 200 mm dia |
| 62 | 250 mm dia |
| 63 | Scour Valve |
| 64 | 65 mm dia |
| 65 | 100 mm dia |
| 66 | Fire Hydrant |
| 67 | 80 mm dia |
| 68 | CI Single ball type Air Valve |
| 69 | 20 mm dia |
| 70 | Supply of all materials labour T&P and construction of following type of chambers as per type design & drawing & as per direction of Engineer Incharge. |
| 71 | Masonary Type (1.2X1.2X1.25 Mtr.) |
| 72 | Scour Valve Chamber (1.2X1.2X1.25 Mtr.) |
| 73 | Air Valve /Fair Hydrant Chamber (1.2X1.2X1.25 Mtr.) |
| 74 | Dismantaling of following type road and stacking of useful material and temporary resistatement of road with old materials etc. complete. |
| 75 | Interlocking Road |
| 76 | Bitumen Road |
| 77 | C.C. Road |
| 78 | BOE Road |
| 79 | Reinstatement of the fallowing type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge. |
| 80 | Interlocking Road |
| 81 | Bitumen Road |
| 82 | C.C. Road |
| 83 | BOE Road |
| 84 | Provision for drain/nala/culvert crossingas per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I./M.S.pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge. |
| 85 | Provision for road crossing (upto 3.50 m ) as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I./M.S. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge. |
| 86 | Provision for road crossing ( 3.50 m to 7.0 m) as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I./M.S. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge. |
| 87 | Making house connection from distribution line to inside of house, with excavation, laying and supply of midium quality HDPE. Pipe (Average 10.0 mtr.) including specials, Brass ferrule, Saddle clamp etc. of suitable size, fixing of clamp and grouting (size 0.23Mx0.23Mx .90 M) witth dismentling and reinstatement of all type of road suface and all dia in pipe line etc. including supply of all material T&P etc. complete for proper completion of the work, as per instructions of Engineer-incharge. |
| 88 | Campus Development, Pump House and other required item Repairing/ painting. |
| 89 | Construction of Interlocking pavement for approach to water works as per departmental type design and drawing and as per specifications laid down in the bid document including supply of all materialslabour T&P etc.requiredfor proper completion of work as per instructions of Engineer -incharge. |
| 90 | Earth filling work for proper leveling of water wark site in accordancewith the contour map and Grid map of existing site enclosed (Drawing no.D-1) including leveling dressing excavation and filling ofearth where necessaryand also including all labour materials T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in - charge. |
| 91 | Construction of 1.2m high and 115mm thick boundary wall with 230 mmx230 mm thickpillarmadeinBrickmasonryin1cementand4sandmortar,thespacing! between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supplyofallmaterials,labourT&Petc. Painting above well finish putty surface with apex ultima paint forpropercompletionofworkasper instructions of Employer. |
| 92 | Supplyandfixingof 3.6 m x 1.20 m MS gate & 1.2m wide MS wicket gate includingfabrication and supplyof steelandconstructionofbounarywallpillarsofsize1.35m x0.23mx0.23mwith ornamental brick work 115mm th. around RCC, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, Iabour, T&P etc.required for proper completion ofwork as per instructions of Employer. |
| 93 | Constructionof Semi Circular Drain - Constructionof semi circu|ar 300 mm dia drainfor water works, as perdepartmentaltypedesignanddrawingandasperspecificationslaiddowninthebiddocument, ncluding supply ofallmaterials, labour, T&P etc.required for proper completion of work as per instructions of Engineer. |
| 94 | Plantaion of 20 No. Plants (Ashoka, Mango, Kadamb, Guava) indluding supply, instaIlation, Painting, transportation of Tree Guard all around each plant in Water Works campus. |
| 95 | Concrete with 20 mm gauge Stone Ballast, Coarse Sand and cement in proportion (4:2:1) in foundations and floors including supply off all materials, labour T and P etc. required for proper completion of the work. |
| 96 | I Class brick work in 1:6 Cement and Coarse sand mortar in foundation/superstructure including supply of all materials labour, T&P etc.required for proper completion of the work. |
| 97 | Dismantling of existing plaster. |
| 98 | 12 mm thick plaster above plinth in 1:4 cement and Banda(Ken)/ Hamirpur(Betva) Coarse sand oyer.brick work, minimum thickness not to be less than 10mm including supply of all materials, lal›our, T&P etc. required for proper completion of the work. |
| 99 | Dismantling Cement Concrete, Bricks or granolithic floors including Base Concrete. |
| 100 | 25 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm Coating coat of neat cement and 7.5cm thick base concrete consisting.1part of cement,4 part oilocalsandand8 pahofstonebalast4cmgauge 1:4:8) andremovngany overlapping of mortar at the joist of panel.if an and giving the muniform finished including supply material, labour, T&P etc required for proper completion of work. |
| 101 | The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima(Premium Acrylic Smooth Exterior Paint with SiliconAdditive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall Putty over the pJastered wall.surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work |
| 102 | The inner finish should be two coat of oil bound distemper 1st quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wail Putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 103 | Painting or varnishing of new iron work in small areas or new wood work with one coat of priming and two coats of synthetic enamel paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 104 | Repairing of M.S. gate of boundary wall including fixing of new angle in wall and repairing, fixing of gate etc complete with supply of all required material complete. |
| 105 | Electro-Mechanical Works |
| 106 | Supply of following Discharge/Head/BHP water Lubricated clear Water Vertical Turbine Pumps/HSC head along with 06 Mtr. Column (as per Required) with starter Assembly of reputed make with Motor ABB/JYOTI Kirlosksr/Crompton required R.P.M V.S.S. TEFC, IP 55Protection motor of 4 pole suitable to operate on 415±10% Volts, 3 Phase 50 cycles A.C. supply including Supply of required capacity starter and stabilizer etc complete. All dutys are tentative, no extra payment shall be made against actual supplied item as per site. |
| 107 | 5000 LPM/75 Mtr. Head/75 B.H.P. (Raw Water). |
| 108 | 1100 LPM/60 Mtr. Head/15 B.H.P. (Clear Water). |
| 109 | 650LPM/35 Mtr. Head/7.5 B.H.P. (Clear Water). |
| 110 | 600LPM/35 Mtr. Head/7.5 B.H.P. (Clear Water). |
| 111 | 500 LPM/35 Mtr. Head/7.5 B.H.P. (Clear Water). |
| 112 | MAIN PIPING AND VALVES |
| 113 | Individual line and common header including all required valves (Sluice Valve/NRV), Dismantling Joint. (Or As per specification of Tender Document)- For Intake |
| 114 | Individual line and common header including all required valves (Sluice Valve/NRV), Dismantling Joint. (Or As per specification of Tender Document)- For Zone-I,II & III |
| 115 | Individual line and common header including all required valves (Sluice Valve/NRV), Dismantling Joint. (Or As per specification of Tender Document)- For Zone-IV & V |
| 116 | Electromagnetic Flowmeter (size from 100 mm to 350 mm). |
| 117 | GAUGES : Febrick/H Guru make Pressure gauge. 1 No. Febrick/H Guru make Depth Gauge. 1 No. Other necessary fitting for gauges, control cock, Air hand pump, sunmica top wooden board flexible PVC armoured 12mm airline 40m including all accessories. 1 set. |
| 118 | Power Wiring and double earthing metarial as per IE Rules from main Incoming panel to Control Panal to starter & starter to motor with necessary cable & accessories.(As per site requirement) |
| 119 | Painting of pumping plant with approved anticorrosive and specified colour paint-2 coat. |
| 120 | TOOLS (REPUTED MAKE) IN A TOOL KIT Pipe wrenches. 2 Nos. D/E spanner 22/6 mm. 6 Pes. Adjustable wrench 300 mm. 1 No. Screw driver (a) 12 X 250 mm. 1 No. (b) 8 X 250 mm. 1 No. (c) 5 X 250 mm. 1 No. Combination plier 200mm. 1 No. Nose plier 200 mm. 1 No. Hammer with handle 1 Kg. 1 No. Line tester (Taparia make). 1 No. |
| 121 | LT Panel- steel sheet cubical type dust and vermin proof floor mounted with front door and rubber chord lining to prevent dust and moisture duly painted by super enameled gray paint of reputed make consistingofrequired incomingM.C.C.B. Panel of 200/400 Amp. andrequired Outgoing Panel of sufficient capacity. Each with Pump starter & MCCB and one Spare Feeder for Light & Fan of 63 Amp. each along with all measuring and protection devices includedcapaciter of suitable capacity. The outgoing feeders shall also consist of one spare feeder . |
| 122 | 3 tones capacity 4.5 m lift, spur geared chain pulley block/or as per site requirement |
| 123 | Supply and installation of Electro Mechanical type Dozer set of suitable capacity working pressure 0-5 Kg/Cm2 complete with panel and 200 liter capacity syntax make tank suitable for 500 to 2000 LPM discharge of pumping plant. |
| 124 | Supply and fixing ofapproved Jal Jeevan Mision Sign Board and Painting of 25 nos Sloganin village etc complete. |
| 125 | Power Connection & Sub Station |
| 126 | Power Connection for CWR (Zone-IV & V) (As per TC provided by UPPCL for required load at TW and payment to UPPCL for the same). Note:- Payment shall be reimbusred as per TC or upto maxiumum limit of BOQ. |
| 127 | Power Connection for CWR (Zone-I, II & III) (As per TC provided by UPPCL for required load at TW and payment to UPPCL for the same). Note:- Payment shall be reimbusred as per TC or upto maxiumum limit of BOQ. |
| 128 | Power Connection at Intake (As per TC provided by UPPCL for required load at TW and payment to UPPCL for the same). Note:- Payment shall be reimbusred as per TC or upto maxiumum limit of BOQ. |
| 129 | Provision of copper wound ISI marked Transformer 11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type with Standard accessories like, conservator, Silicagel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Lifting lugs, Bi-directional Plain /Flanged Rollers,Earthing terminal,Air relaese plug, On load tap changer as per IS , winding / Top oil temperature rise of 45°C/40°C, ISI marked drain valves, Dial type temperature gauge, first fill oil, Epoxy based paint etc conforming to IS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014 BEE star level - I as per Govt. of India, Ministry of power notification Dated 16th Dec., 2016. Transformers described as above and as per the following continuous rating: 100 kVA (1 W+1S). Including Supply of 11KV/400 amp. 3 phase, 3 wire 50 Hz H.T. VCB panel/HT Panel with all required accessories such as HT cable, Battery & Battery Charger are also to be provided as per tender document. |
| 130 | Construction of Public Stand Post as per JJM approved Drawingas per instruction of Engineer Incharge and Departmental specification including supply of all material, labour, machine, tools and plants, etc complete. |
| 131 | Site cleaning and other left out miner work completion etc complete. |
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