Uttarakhand Urban Sector Development Investment Program has published Tender For Development Of Water Supply System With 18 Years O And M, At Tanakpur, In Uttarakhand. Wstnk01. Submission Date for this Tender is 30-11-2023. Water Supply Project Tenders in Champawat Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-Nov-2023 | Date Extension | Date | 30-11-2023 |
| 2 | 25-Nov-2023 | Addendum-01 | Technical Bid | 30-11-2023 |
| Sl. No. | Item Description |
| 1 | Schedule-1 Design & Documentation Work |
| 2 | Topographical Survey, Geotechnical investigation, Design, Drawing & Documentation work for Water supply and other ancillary works: Work Shall Include Design, Engineering, Preparation of Good for Construction drawing for civil, structural, mechanical electrical & instrumentation and vetting of major RCC structures from reputed Govt. institute (IIT/NIT or approved by Employer"s Representative)Pipe line route survey ,Proposed & Existing Components Plot Survey,Household survey (Door to Door Survey),geo-tagging, Trial pits etc.as per Technical specification and asdirected by Employer"s Representative . |
| 3 | Schedule-2 Water Supply and ancillary works |
| 4 | Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5 m and all leads with back filling in layers not exceeding 20 cm including consolidation, watering, ramming of excavated earth in the trenches. |
| 5 | Excavation in soil mixed with single bouldres etc. requireing the use of special T&P, if any, for pipe line trenches including lift up to 1.5 m and all leads with back filling, watering, ramming of excavated earth in the trenches. |
| 6 | Excavationin medium Rock by chiseling or mechanical means requireing the use of special T&P, if any, for pipe line trenches including lift up to 1.5 m and all leads with back filling, watering, ramming of excavated earth in the trenches. |
| 7 | Add to item 4.0 to 6.0 forfor every additional 1.5 m. (5 ft) lift or part of 1.5 m.(5 ft). |
| 8 | Filling of earth in trenches or in embankment by available earth in the layers not exceeding 20 cm in thickness with consolidation of each layer by ramming with mechanical compector under optimum moisture content (OMC) to give atleast 95% of maximum dry density (proctor density). Boulders or broken rock pieces are not allowed in filling of earth. (other than item No. 4, 5 and 6). |
| 9 | Excavating, supplying, transporting of local earth (including royalty) by mechanical transport including all lead & lift ,loading & unloading at site etc. complete as per the direction of Employer"s Representative. |
| 10 | Dewatering of water caused due to seepage of ground water and surface water, including rain etc. excluding excavation of foundation but during execution of civil works including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work including disposal to the nearest drainage or as as directed by Employers Representative. |
| 11 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100 mm wide PVC Tape preferabley of red colour. The M.S. pipe shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading the hole shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis). |
| 12 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis). |
| 13 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Employer"s Representative which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Employer"s Representative. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Employer"s Representative.(Note : One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 14 | Providing and laying sand bedding and encasing all around the pipeline in trenches including watering, ramming, consolidating and dressing complete as per technical specification & as directed by Employer"s Representative. |
| 15 | Providing & laying Granular bedding with graded hard crusher broken stone of 100% passing through 20 mm sheive, 20 to 50 % passing through 10 mm sheive and 100 % retain on 6.3 mm sheive, laying in layers of thickness 10/15 cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Employer"s Representative |
| 16 | Providing of all materials, Carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght DI-K7 S&S Centrifugally Cast (Spun) Ductile Iron Pipes confirming to IS: 8329-2000 and part with cutting of pipe including supply of "EPDM" rubber gaskets confirming to IS: 5382-1985, internal cement mortar lining for potable water with testing of pipe line,disinfection, commissioning all completeas per technical specification & as per the direction of Employers Representative. |
| 17 | 100 mm dia |
| 18 | 150 mm dia |
| 19 | 200 mm dia |
| 20 | 250 mm dia |
| 21 | 300 mm dia |
| 22 | 350 mm dia |
| 23 | 400 mm dia |
| 24 | 450 mm dia |
| 25 | 500 mm dia |
| 26 | Providing of all materials, Carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenghtDI-K9 S&S Centrifugally Cast (Spun) Ductile Iron Pipes and part with cutting of pipe confirming to IS: 8329-2000 including supply of "EPDM" rubber gaskets confirming to IS: 5382-1985, internal cement mortar lining for potable water with testing of pipe line, disinfection, commissioning all completeas per technical specification & as per the direction of Employers Representative. |
| 27 | 100 mm dia |
| 28 | 150 mm dia |
| 29 | 200 mm dia |
| 30 | 250 mm dia |
| 31 | 300 mm dia |
| 32 | 350 mm dia |
| 33 | 400 mm dia |
| 34 | 450 mm dia |
| 35 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I D/F pipes (Heavy Duty) (including supply of all jointing materials ) in trenches with its cutting and testing of pipe line etc complete as per the specification and as directed by Employers Representative. |
| 36 | 50 mm dia |
| 37 | Providing and Laying Double Flanged (Screwed/Welded) Centrifugally Cast (Spun) Ductile Iron Pipes of class K-9 with true to alignment & Jointing of full lenght including supply of nut bolt, gasket, packing confirming to IS: 5382-1985, internal cement mortar lining for potable water with testing of pipe line complete. D.I. Double Flanged Pipe K-9. |
| 38 | 100 mm dia |
| 39 | 150 mm dia |
| 40 | 200 mm dia |
| 41 | 250 mm dia |
| 42 | 300 mm dia |
| 43 | 350 mm dia |
| 44 | 400 mm dia |
| 45 | 450 mm dia |
| 46 | Providing and Jointing D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 including jointing material all complete as per specification, design, drawing and as directed by Employers Representative. |
| 47 | Upto 600 mm dia |
| 48 | Providing and Jointing of D.I. Specials of class K-12 suitable for mechanical jointing as per IS: 9523- 2000 including nut, bolt, gasket all complete as per specification, design, drawing and as directed by Employers Representative. |
| 49 | Upto 600 mm dia |
| 50 | Provide necessary T&P and cutting of following nominal dia of Cast Iron/Ductile iron (Spuns) pipes (Class "LA" and "A" for C.I. pipe and K-7 and K-9 for D.I. pipe) or specials including shaping and finishing the endsall complete as per specification, design, drawing and as directed by Employers Representative, for the following-(other than Item Nos.-16 and17) |
| 51 | 100 mm dia |
| 52 | 150 mm dia |
| 53 | 200 mm dia |
| 54 | 250 mm dia |
| 55 | 300 mm dia |
| 56 | 350 mm dia |
| 57 | 400 mm dia |
| 58 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice Valves of approved make & design standard of following dia complete (including jointing & jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Employer"s Representative Class PN 1.6 (Manually Operated), for the following: |
| 59 | 100 mm dia |
| 60 | 150 mm dia |
| 61 | 200 mm dia |
| 62 | 250 mm dia |
| 63 | 300 mm dia |
| 64 | 350 mm dia |
| 65 | 400 mm dia |
| 66 | 450 mm dia |
| 67 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Scour valves of approved make & design standard of following dia complete including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Employer"s Representative (Class (PN-1.6) Manually Operated), for the following- |
| 68 | 80 mm |
| 69 | 100 mm |
| 70 | 150 mm |
| 71 | 200 mm |
| 72 | 250 mm |
| 73 | 300 mm |
| 74 | 350 mm |
| 75 | 400 mm |
| 76 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Air Valves (PN1.6)as per IS 14845:2000 including isolationvalve of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Employer"s Representative, for the following- |
| 77 | 40 mm dia |
| 78 | 50 mm dia |
| 79 | 80 mm dia |
| 80 | 100 mm dia |
| 81 | Supplying and fixing of Landing valve double outlet including stand pipe at suitable location and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect as per the direction of Employers Representative. |
| 82 | 100 mm diameter Fire Hydrant Confirming to IS: 5290 (Flanged) |
| 83 | Providing, lowering, laying, aligning, fixing in position and jointing DI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Employers representative. |
| 84 | 80 mm dia PN-1.6 |
| 85 | 100 mm dia PN-1.6 |
| 86 | 150 mm dia PN-1.6 |
| 87 | 200 mm dia PN-1.6 |
| 88 | 250 mm dia PN-1.6 |
| 89 | 300 mm dia PN-1.6 |
| 90 | Construction of brick masonry Sluice Valve Chamber for different size of valves with 7.5 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4(1 cement : 4 coarse sand),top cover slab 150mm thick RCC M25 gradeincluding earthwork excavation, 100 mm thick leveling course of PCC 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Employers representative. |
| 91 | For 100-150 mm dia pipe |
| 92 | For 200-250 mm dia pipe |
| 93 | For 300-350 mm dia pipe |
| 94 | For 400-450 mm dia pipe |
| 95 | Construction of brick masonry Air Valve Chamber for different size of valves with 7.5 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4(1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 gradeincluding earthwork excavation, 100 mm thick leveling course of PCC 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Employers representative. |
| 96 | Upto 100 mm dia |
| 97 | From 125 to 200 mm dia |
| 98 | From 250 to 350 mm dia |
| 99 | From 400 to 500 mm dia |
| 100 | Construction of brick masonry Scour Valve Chamber for different size of valves with 7.5 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4(1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 gradeincluding earthwork excavation, 100 mm thick leveling course of PCC 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Employers representative. |
| 101 | Upto 150 mm dia pipe |
| 102 | For 200-250 mm dia pipe |
| 103 | For 300-350 mm dia pipe |
| 104 | For 400-450 mm dia pipe |
| 105 | Construction of RCC Electro-Magnetic Flow meter Chamber including earthwork excavation, 100 mm PCC (1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as leveling course, RCC M25 grade for base slab, side wall & cover slabincluding cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Employers representative. |
| 106 | Upto 250 mm dia pipe |
| 107 | For 300-350 mm dia pipe |
| 108 | For 400-450 mm dia pipe |
| 109 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants,and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard designand as directed by Employers Representative. |
| 110 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:3:6 (1 Cement : 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) complete as per standard designand as directed by Employers Representative. |
| 111 | Providing and laying in position machine batched and machine mixed nominal mix (1:1:2) grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Employers Representative. |
| 112 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo- mechanically Treated bars of grade Fe-500D or more. |
| 113 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns |
| 114 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 115 | Installlation of casing by Auger Boring method and laying of product pipe through casing pipe,including making of entry and exit pits, all related cilvil works like excavation, shoring/strutting, etc., manual shielded excavation, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit after project completion as per the intructions of the Employers Representative. all complete except the cost of the pipe. |
| 116 | Upto 300 mm dia in all type of Soil |
| 117 | Above 300 and upto 450 mm diain all type of Soil |
| 118 | Above 450 and upto 750 mm diain all type of Soil |
| 119 | Supply ofMS casing pipe of specified thickness Confirming to IS: 3589-2001, including painted with outside & inside surface with two coats of anticorrosive paint of approved brand and manufacture, including all labours, fittings & accessories, all complete, for all depths, as per direction of Employers Representative. |
| 120 | Construction of Over Head Tank including, Geotechnical investigation, Detailed Structural Design (Water retaining structure shall be designed confirming to IS: 3370-2021, Construction of Flat Bottom/Intze Type RCC Over Head Tank with Maintenance Gallery (M-30 Grade concrete) supported on RCC Beam Column Structure of sufficient staging height, designed for Safe Bearing Capacity as per the soil investigation report. The cost shall be all inclusive of supply, erection, construction, all testing, disinfecting and commissioning of reservoir, maintenance gallery, Dog-legged / suitable stairs, MS ladders with cage (maintenance gallery to top of roof & stairs from last landing to maintenance gallery), Aluminium ladder (from manhole to inside the tank),manhole frame with cover, handrail (around roof, maintenance gallery, up to manhole & alongstairs), water proofing treatment of tank (polymer modified slurry coating), painting all exterior concrete surfaces with weather shield emulsion paint, providingpiping arrangement withflanged D.I (K-9) pipes for inlet/s and outlet/s, scour and overflow, motorised DI sluice valves for inlet and OHT bypass, PRV and manual Sluice valve at bypass of outlet valve and manual sluice valve for scour, Float valve, sluice valve chambers, Flow meter chamber, plinth protection, surface drain, flooring below OHT, Grill Gate at start of stair, Landscaping, lightning arrestor with two earth pits etc. complete in all respect as per specifications, design, drawing & satisfaction of Employers Representative. |
| 121 | 900KL |
| 122 | 1500 KL |
| 123 | 1900 KL |
| 124 | Additional rates for staging per meter height beyond 12 m height including cost of all material, labour,shuttering, scaffolding T&P complete for following capacity ( in kiloliters ) Over Head Tanks |
| 125 | 900KL |
| 126 | 1500 KL |
| 127 | 1900 KL |
| 128 | Construction of Control Room building (G+1) as per drawing and technical specification including civil, electrical, mechanical, instrumentation, plumbing, EPABX system, PA system, CCTV system etc. complete in all respect as directed by Employer"s Representative. |
| 129 | Construction ofSCADA cum Billing Room as per drawing and technical specification including civil, electrical, mechanical, instrumentation, plumbing etc.in all respect as directed by Employer"s Representative. |
| 130 | Construction ofPump House & Dosing Room at Tubewell locationas per drawing and technical specification including civil, electrical, mechanical, instrumentation, plumbing etc.in all respect as directed by Employer"s Representative. |
| 131 | Construction of Septic tank (10 users) as per drawing and technical specification including all ancillary works in all respect as directed by Employer"s Representative. |
| 132 | Construction ofsoak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in all respect as directed by Employer"s Representative. |
| 133 | Construction of Boundary wallas per drawing and technical specification including earth work, PCC work, RCC work, reinforcement, masonry work, plastering, painting, structural steel work etc.in all respect as directed by Employer"s Representative. |
| 134 | Construction of Internal road as per drawing and technical specification including all ancillary works.in all respect as directed by Employer"s Representative. |
| 135 | Construction of Entrance Gate with pillarincluding all ancillary works. in all respect as directed by Employer"s Representative. |
| 136 | Construction of tube well of 300 mm dia with bore dia 550 mm for180 meter depth including mobilization & setting up of boring machine, lowering, centering of tube well assembly, suppy & filling of pea gravel, MS casing pipe (Minimum 7.9 mm thick), SS screen pipe, tubewell development, yield tests,as per technical specification in all respect as directed by Employer"s Representative. |
| 137 | Extra over for depth beyond 180 meter upto 250 meter depth including mobilization & setting up of boring machine, lowering, centering of tube well assembly, suppy & filling of pea gravel, MS casing pipe (Minimum 7.9 mm thick), SS screen pipe (Minimum 5.0 mm thick), tubewell development, yield tests, as per technical specificationin all respect as directed by Employer"s Representative. |
| 138 | Extra over for depth beyond 250 meter depth including mobilization & setting up of boring machine, lowering, centering of tube well assembly, suppy & filling of pea gravel, MS casing pipe (Minimum 7.9 mm thick), SS screen pipe (Minimum 5.0 mm thick), tubewell development, yield tests, as per technical specification in all respect as directed by Employer"s Representative. |
| 139 | Construction of Cable trench as per drawing & technical specification including earth work, PCC ,RCC , steel reinforcement, steel work. Etc in all respect as directed by Employer"s Representative. |
| 140 | Providing House Service Connection(Single Service connection) from Ductile Iron distribution main to property limit, including supply & fixing of brass ferrule confirming to IS: 2692, clamp saddle of non corrosive Engineering Plastic(Polyethylene) body moulded with Stainless Steel threaded metal insert for tapping outlet.The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs.Threading size & dimensions shall confirm to IS :554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side & alignwith hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure.Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled threaded, Tightening torque for1/2"(M12) nut bolt: 14g.m and for 5/8"(M16) nut bolt:21-23kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying & laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the property limit of both sides of road including supplying & fixing PP compression fittings such as Metal Insert Female Thread Adaptor with SS304 material (2Nos), Double compression elbow with compression on both sides (4Nos) complying to ISO 14236-2000 and GI plug-infor closure of ends/GI pipe with union to joint with existing connection, SS Ball Valve, FVC. All Pipes & fittings shall be PN 1.6 rating including transportion, loading & unloading at site, all labours, tools, eqipments etc. complete work including connecting new house service pipeline to existing/new legal house connection after completing the distribution pipeline as per the drawing & as directed by Employer"s Representative.(Road Cutting & Restoration shall be paid separately) |
| 141 | 15 mm Connection |
| 142 | 20 mm Connection |
| 143 | 25 mm Connection |
| 144 | Providing House Service Connection from Galvenized Iron (GI) distribution main to AMR Meter, including supply & fixing of brass ferrule confirming to IS: 2692, supplying & laying of GI Pipe & fitting (Heavy Duty) as per relevant IS code , Tee / saddle, SS Ball Valve, FCV. All Pipes & fittings shall be as per relevant IS code including transportion, loading & unloading at site, all labours, tools, eqipment etc. complete work including connecting with existing house connection / new connection after completion ofthe distribution pipeline as per the drawing & as directed by Employer"s Representative. (Road Cutting & Restoration shall be paid separately) |
| 145 | 15 mm dia |
| 146 | 20 mm dia |
| 147 | 25 mm dia |
| 148 | Road Cutting, Restoration & miscellaneous works |
| 149 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish with all lead outside the periphery of the area cleared as per direction of Employer"s Representative. |
| 150 | Dismantling of flexible pavements and disposal of dismantled materials with all lead, stacking serviceable and unserviceable materials separately as per Technical Specification and as per direction of Employer"s Representative.For followings- |
| 151 | By Manual Means |
| 152 | By Mechanical Means |
| 153 | Dismantling of cement concrete by mechanical means using concrete cutter tools & equipments to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials with all leads and lifts, stacking serviceable and unserviceable materials separately as per direction of Employer"s Representative. |
| 154 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material with all lead as per direction of Employer"s Representative. |
| 155 | Demolishing cement concrete manually/ by mechanical means including disposal of material with all lead & lift as per direction of Employers Representative.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 156 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 157 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 158 | Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material with all lead as per direction of Employers Representative |
| 159 | Removing mortar from bricks and cleaning bricks including stacking with all lead (stacks of cleaned bricks shall be measured) as per the direction of Employers Representative. |
| 160 | From brick work in cement mortar |
| 161 | Dismantling of C.I. sluice valve including stacking of useful materials with all lead as per the direction of Employers representative. |
| 162 | Up to 150 mm diameter |
| 163 | Above 150 mm diameter |
| 164 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Employers Representative, beyond 50 m initial lead, for all leads including all lifts involved. |
| 165 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading I Material as per drawing and as per direction of Employer"s Representative. |
| 166 | Granular sub-base/base/surface course with local materials (Table 400.13)/by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. |
| 167 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 ,as per drawing and as per direction of Employer"s Representative. |
| 168 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. as per drawing and as per direction of Employer"s Representative. |
| 169 | By ManualMeans |
| 170 | By Mechanical means |
| 171 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.as per drawing and as per direction of Employer"s Representative. |
| 172 | By ManualMeans |
| 173 | By Mechanical means |
| 174 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.as per drawing and as per direction of Employer"s Representative. |
| 175 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 as per drawing and as per direction of Employer"s Representative. |
| 176 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leadlaid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) as per drawing and as per direction of Employer"s Representative. |
| 177 | Providing and laying Dense Bituminous Macadam with 100-120 TPH.Grading I - 37.5mm nominal size batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects as per drawing and as per direction of Employer"s Representative. |
| 178 | Providing and laying Semi Dense Bituminous Concrete with 100-120TPH batch type HMP producing an average output of 75 tonnes per hourusing crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading I - 13mm using Bitumen VG - 10.as per drawing and as per direction of Employer"s Representative. |
| 179 | Providing and laying Bituminous Concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects,as per drawing and as per direction of Employer"s Representative. |
| 180 | Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. as per drawing and as per direction of Employer"s Representative. Mechanical Means Bitumen (VG-10) |
| 181 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 as per drawing and as per direction of Employer"s Representative. By Mechanical Means,Type A Bitumen (VG-10) |
| 182 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels,rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications, as per drawing and as per direction of Employer"s Representative. |
| 183 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504,as per drawing and as per direction of Employer"s Representative. |
| 184 | Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504,as per drawing and as per direction of Employer"s Representative. |
| 185 | Laying serviceable cement concrete interlocking paver blocks of any design/shape/thickness laid in required line, level, curvature,colour and pattern over and including 50 mm thick compacted bed of coarse sand , filling the joints with fine sand etc. all complete as per drawing and as per direction of Employer"s Representative. |
| 186 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material with all lead as per drawing and as per direction of Employer"s Representative. |
| 187 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work)as per drawing and as per direction of Employer"s Representative. |
| 188 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work, as per drawing and as per direction of Employer"s Representative. |
| 189 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material with all lead as per drawing and as per direction of Employer"s Representative. |
| 190 | In cement mortar |
| 191 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material with all lead as per drawing and as per direction of Employer"s Representative. |
| 192 | In cement mortar |
| 193 | Disposal of surplus dismantlledmaterial obtained from road cuttingby mehancical means including loading, unloading with all leads & lifts, to the dumping site with all lead as per drawing and as per direction of Employer"s Representative. |
| 194 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction ofEmployers Representative.With cement mortar 1:4 (1 cement : 4 fine sand) |
| 195 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty all complete as per the direction of Employers Representative. |
| 196 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 197 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Employers Representative |
| 198 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc.all complete as per the direction of Employers Representative. .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 199 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-(i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc.all complete as per the direction of Employers Representative. |
| 200 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with all leadall complete as per the direction of Employers Representative..All kinds of soil. |
| 201 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 202 | M-15 Cement Concrete |
| 203 | M-10 Cement Concrete |
| 204 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primerall complete as per the direction of Employers Representative. |
| 205 | Dismantling of Exsiting Overhead tank including disposal of dismantled materialall complete as per the direction of Employers Representative. |
| 206 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishingall complete as per the direction of Employers Representative. |
| 207 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 208 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 209 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per specification and as per direction of Employers Representative, .300 mm dia in all type of soil |
| 210 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts,all complete as per the direction of Employers Representative |
| 211 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts,all complete as per the direction of Employers Representative. |
| 212 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts,all complete as per the direction of Employers Representative |
| 213 | Gravel packing in recharge pit(Pea gravel) including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement,all complete as per the direction of Employers Representative. |
| 214 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths,all complete as per the direction of Employers Representative.200 mm nominal size dia |
| 215 | Ambient Air Quality |
| 216 | Noise Quality |
| 217 | Ground water Testing |
| 218 | Soil Testing |
| 219 | Surface water Testing |
| 220 | Electrical Works |
| 221 | Supply Installation Testing & Commissioning of wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as per Relavent IS specification for electrical Works, made out of CRCA sheet . Other parameters required as per point (a) ,(b), (c), (d) below:- (a)Thickness of sheet shall not be less than 1.6 mm up to 600 mm length / width of any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base M.S. channel if required . Side walls and cable alley compartments having bolted type doors with / without detachable extension type structure (b) panel shall be duly treated for derusting in 7 tank process with dephosphating and with powder coating of minimum 70 microns on both side of panel in desired shade The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware, separate detachable gland plate M.S. base channel (min75mm) , hinged door with locking arrangement for equipment/switchgear. (c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 125 amp ) and by solid bus bar (>125 amp ) . All joints /interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 222 | Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar as per Relavent IS specification for electrical Works, by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. Complete in all respect as per specification, design, drawing & as directed by Employer Representative Electrolytic grade Aluminium bus bar 6010 grade |
| 223 | Providing & Fixing of BIS approved Current Transformer as per Relavent IS specification for electrical Works ,ISI marked as per IS 2705- 1992/ conforming to IEC 60044-1, with secondary terminal of CT shall be brought out suitable to a terminal block which shall be easier accessible for testing and terminal connection , with all necessary support in existing panel including connection etc. as required Current transformer Resin Cast Wound Primary / Ring Type Tape Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified. ISF<=5, Cu cross section of secondary wire 1.5sqmm (minimum), including all necessary support in existing panel including connection etc. as required . Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 224 | CT Class 1, Ratio 400/5 to 1200/5, Burden 15 VA |
| 225 | Providing & Fixing of IP 51 Multi function meter as per Relavent IS specification for electrical Works, ISI marked (IS 16444)/ Confirming to IEC 61557 & IEC 62052 with LCD/ LED 3/4 line display capable of measuring electrical parameters like V, I, F, PF, KW, Kva, Kvar, Kwh, Kvah, Kvarh display with 1A/5A CT input for LV/ HV network, with /without RS 485 communication port etc. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA lab test reports before execution & complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 226 | Multifunction LCD meter with V,A,F,PF,KW,KVA, old energy memory, class 1 accuracy without RS485 port. |
| 227 | Providing & Fixing of push button actuators and integral contact block of dia. 22.5 mm including making connection etc. as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 228 | Luminous type Red , Yellow, Green, Amber |
| 229 | Providing & Fixing of ISO certified company made UL listed , IP 65 110/220 V, unibody LED Indicating lamp IEC 60947 , CSA 22.2 with integral circuit, IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDC including connection etc. as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 230 | Red/yellow/Green/Amber colour |
| 231 | Blue Colour |
| 232 | Providing & Fixing of IP 51 ( upto 500) V range Volt meter on existing panel as per Relavent IS specification for electrical Works, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. Meter shall give true RMS measurements, acc. CI 1.0 or better , with field programmable primary & sec. values PT(VT) primary upto 2000 KV. Field-programmable high and low threshold values, meter shall compliance of IS 13875 & IEC 61236. as required. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA lab test reports before execution & complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 233 | Digital type |
| 234 | Providing & Fixing of CT operated direct reading type IP- 51 Ampere meter on existing panel as per Relavent IS specification for electrical Works, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. Ampere meter shall give true RMS measurement, Acc. Cl 1.0 or better , Measuring current range 50 mA to 6 A, with Field-programmable primary and secondary values CT primary up to 15000 A, Field-programmable high and low threshold values as required. compliant to IS 13875, & IEC 61326. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA lab test reports before execution & complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 235 | Digital type Confirming to IEC 62053-21, Above 500 A |
| 236 | Providing & Fixing of ISO certified company made selector switch of 10 A for voltmeter (4 position ) using high grade engineering material to international standards with cam assembly insulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided . contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour including making connection etc. as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 237 | Providing & Fixing of ISO certified company made CT linked selector switch of 10 A for Ampere meter (4 position ) using high grade engineering material to international standards with cam assembly insulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided . contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour , including making connection etc. as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 238 | Incoming- Supply Installation Testing & Commissioning of IP 40 4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C and inst. protection setting , True RMS sensing electrical Works, conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, common fault LED indication, Thermal memory, release trip shall confirm to EMC/ EMI compatability, trip free mechanism, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% Icu. U imp =8 KV, rated insulation voltage 800 V, provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections with lugs & spreaders, etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.With Microprocessor based release |
| 239 | 630 Amp , 50 kA, adjustable O/L & adjustable S/C setting, Ics = 100 % Icu |
| 240 | Outgoing- Supply Installation Testing & Commissioning of IP 40 3 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settingsfor electrical Works, conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% Icu. U imp =8 KV, rated insulation voltage 800 V, provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections with lugs & spreaders, etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution.Complete in all respect as per specification, design, drawing & as directed by Employer Representative. With Microprocessor based release |
| 241 | 250 Amp , 35 kA, adjustable O/L & Adjustable S/C setting, Ics = 100% Icu |
| 242 | 400 Amp ,50 kA, adjustable O/L & adjustable S/C setting, Ics = 100% Icu |
| 243 | Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load and site requirement) 4KV impulse withstand voltage for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanism , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. . OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before executioncomplete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 244 | 4P, 6-32 A |
| 245 | Supply Installation Testing & Commissioning of Variable Frequency Drives with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus & complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 246 | 75 KW |
| 247 | 90 KW |
| 248 | 110 KW |
| 249 | Pipe Earthing for electrical Works as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. " B " class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurement book.Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 250 | Supply & Laying following size earth strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 251 | 50mm x 6mm copper strip |
| 252 | 50mm x 6mm G.I. ( Hot Dipped ) Strip |
| 253 | 25mm x 6mm G.I. ( Hot Dipped ) Strip |
| 254 | Supply installation testing & Commissioning of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star level- 2 & BIS approved as per IS 2026- 1977 & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect .NABL accredeated / CPRI/ ERDA lab testing reports with OEM certificate must submitted to engineer in charge .Transformer must be tested from CTL test lab of discom (if reqd.) before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, CTL testing charges & Inspection charges shall be reimbursed by the department to the contractor as per actual expenditure.omplete in all respect as per specification, design, drawing & as directed by Employer Representative.No Load Voltage ratio : 11/0.433 KV,No. of phases / frequency : 3 Phases/ 50 Hz |
| 255 | 250 KVA |
| 256 | 315 KVA |
| 257 | Supply & Installation of Double Pole Structure With AIR BREAK SWITCH having following specifications:- All as per pre approved by Employer Repersentative. DP : Double pole structure on 2 no ISMB 150 x 100 mm, 10 mtr high using 7 no MS channel each of size 100 mm x 50 mm x 2500 mm complete in all respect with nuts, springs washers, clamps as required. GO:Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3-ø, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 nos pin insulator ,GI pipe of suitable length for operation. DO: 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators LA: 3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv Overhead line with rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. JUMPERS: 3 no 11kv acsr conductors mounted on pin type insulators as required. 6.GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 258 | Supply , Installation, Testing and Commissioning of Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H A. 1500 RPM Diesel Engine conform to BS:649/5514 of suitable BHP Engine shall have residential silencer (isolated from main DG chamber), up to 3 M exhaust piping (with insulation & cladding ) as required . B. AC Brush less SPDP Alternator conform to BS 5000 (part 99) or IS 4722.-2001 . Alternator shall be self regulated with standard Alternator Protection( Over voltage , over speed & under voltage, under speed warning & shutdown).Engine & Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. C. Standard canopy with Weatherproof, powder coated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet & filled with glass wool (96Kg/m3)/ Foam. as per IS 8183 the doors of 28/40/50/85 mm thick as per rating and fabricated from 1.6mm CRCA sheet packed with accoustic material,All doors/opening are sealed with neoprene/EPDN gaskets. The enclosure has built in fuel tank, with protection and tripping of DG set against temperature of more than 50 degree centigrade D. Electronic / Mechanical governor, Manual & electric Start ,Batteries with battery charger, Engine instruments panel,AVM pads All controls for operation of DG set are from outside the enclosure with DG control panel having Microprocessor based Genset monitoring & control system, MCCB/ACB of suitable rating, Ammeter, Voltmeter, PF meter, frequency meter, KWH meter,digital fuel display meter, Ind.lamps etc. mounted inside enclosure , visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level shall be less than 75 dB at a distance of 1 Mtrs. duly certified by authorised agency etc. complete in all respect of following capacity : E. (A) Accoustic glass wool wall thickness should not be less then 40mm and not less then 20mm PU foam upto rating 100 KVA. (B).Accoustic glass wool wall thickness should not be less then 65mm and not less then 50mm PU foam upto rating 250 KVA. (C)Accoustic glass wool wall thickness should not be less then 100mm for rating above 250 KVA. F. First filling of the fuel tank shall be done by contractor and the prevailing fuel cost at that time shall be reimbursed to the contactor by department. G. Servicing of the DG set (as per OEM guidelines) during the DLP period shall be done by contractor including all consumables,actual charges shall be reimbursed to the contractor by department/client complete in all respect. H. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA/ CPCB standards approved lab type test reports before execution as required complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 259 | 225 KVA at 0.8 pf 415V 50Hz 3-? |
| 260 | 250 KVA at 0.8 pf 415V 50Hz 3-? |
| 261 | 300 KVA at 0.8 pf 415V 50Hz 3-? |
| 262 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:- (a) Material :- H4- Grade aluminium conductor of purity >99.6 % & as per IS:1554 P-I / IS :7098 P – I (b) conductor shall have electrolytic aluminium confirming to IS8130, IS 3975-1999 for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures. (c) OEM Must have ISO 9001 & 14001 certifications for quality assurance & its own in house NABL lab setup for all testing facilities for cables . Appropriate type test certificate / OEM test report shall be submitted .Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 263 | 3.5C, 185 Sqmm |
| 264 | 3.5C, 240 Sqmm |
| 265 | 3.5C, 300 Sqmm |
| 266 | 3C, 4 sqmm |
| 267 | 3C, 185 sqmm |
| 268 | 3C, 240 sqmm |
| 269 | 3C, 300 sqmm |
| 270 | Providing & Laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required |
| 271 | 35.0 Sq.mm 3 core flat |
| 272 | 50.0 Sq.mm 3 core flat |
| 273 | Supplying and making one end termination with heavy duty single compression brass gland (as per IS 12943- 1990) SIBG type, heavy duty Copper/ Bimetallic lugs (IS 8337- 1976) duly crimped with crimping tool, PVC tape for electrical Works etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium/copper conductor cable of 1100 volt grade as required of size.Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 274 | 3.5C, 185 Sqmm |
| 275 | 3.5C, 240 Sqmm |
| 276 | 3.5C, 300 Sqmm |
| 277 | 3C, 4 sqmm |
| 278 | 3C, 185 sqmm |
| 279 | 3C, 240 sqmm |
| 280 | 3C, 300 sqmm |
| 281 | Wiring of light point/ fan point/ exhaust fan point/ call bell point as per Relavent IS specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it"s all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Employer Representative, making connections, testing etc. complete as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 282 | Light Point/Fan Points ,Medium point -exceeding 3 m. but not exceeding 6 m. in length. |
| 283 | Wiring of 3/5 pin 6 amp. Light plug point as per Relavent IS specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it"s all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Employer Representative, making connections, testing etc. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. Long point (up to 10 mtr..) |
| 284 | Supply & Fixing following sizes (dia.) of ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit as per Relavent IS specification for electrical Works along with its accessories (IS: 3419 ) as required in recess including cutting the wall, covering conduit and making good the same as required. All relative and latest acceptance tests reports by any NABL accredited lab for the conduit shall be submitted before execution & A Complete in all respect as per specification, design, drawing & as directed by Employer Representative. MMS ( IS:9537 P - III ) PVC conduit, 25 mm |
| 285 | Circuit Wiring - Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per Relavent IS specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire +should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A or C ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Employer Repersentative,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 286 | 4x2.5 Sq.mm. |
| 287 | Providing & Fixing of 18 SWG G. I. / M .S. Sheet boxes as per Relavent IS specification for electrical Works, duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) in recessed/surface as required. A Complete in all respect as per specification, design, drawing & as directed by Employer Representative.100x100x60mm |
| 288 | Wiring of 6 pin 15 amp. Light power point with 4.0 sq. mm PVC insulated unsheathed solid / stranded copper conductor 1.1 kV grade of approved make in surface / recessed ISI marked steel conduit & it"s accessories, 18 SWG M.S. box with earth terminal, screw less cage connectors for neutral looping in switch board , 15 A switch, 15 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, bushes, check nut- On Separate Board - Medium Point |
| 289 | Providing & Fixing TP&N 415 V metal clad HBC cum rewire able switch fuse unit with porcelain kit-kat & neutral link and conforming to IS:13947 P-I&III and making connections with lugs testing etc. as required. |
| 290 | Supplying and fixing as per specification Caution / Danger Board asof approved make & design with necessary material complete. Large Size |
| 291 | Providing & Fixing of ISI marked (IS :3854) 6 amp. flush type non modular switch as per Relavent IS specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material, minimum width of switch toggle ( PUSH PART ) should not less then 16 mm, brass terminal & captive screws including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Employer Representative. |
| 292 | Providing & Fixing of of 3 pin 6 amp. flush type non modular socket as per Relavent IS specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal with Porcelain based back cover & captive screws including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Employer Repersentative. |
| 293 | Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from polycarbonate /extruded aluminium powder coated housing with in built driver , Power Consumption of 18W/20W ,system lumen efficacy = 120 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% ,p.f.=0.95, CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. 4" LED Tube shape fixture 18/20 W (Extruded Al Base) |
| 294 | Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate /Extruded Al Base Housing & diffuser SMD Mid Power LED tube (with integral driver), on existing fixture. Power Consumption of 18W / 20W system lumen efficacy = 110 lm/Watt output, internal surge protection of 2.5 KV ,THD < 15% ,p.f.=0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. 4", 18/ 20 Watt LED Tube Without Batten (Extruded Al Base) |
| 295 | Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover ) and secondary lens on each LED & should be SMD type . The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used and potted driver must be potted & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety ,Input Frequency 50Hz±3% Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <1000mA shown in LM79 report. The luminaire shall be BIS certified and T.C. certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened ,color Rendering Index >70 and CCT 5700K +355K. Surge protection shall be min = 4 KV internal and min 10 KV external. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced. OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted.Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 296 | Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. (See Table P -01 for specs.); 3 Mtr |
| 297 | Supply & Fixing of all in one solar LED street light fixture with Integrated high efficient Monocrystalline panel with Lithium (LiFePO4) Ferro Phosphate battery with BIS approved make .luminaire should be secondary optic lenses for better distribution with delivered efficacy of > 100 Lumen perwatt.Bidder shall have in house R&D Laboratory which is recognised by ministry of Science & Technology department, Govt. OfIndia/ NABL. Luminaire can be supplied with Hybrid switch along with indicator to understand the source of power( either from solar or AC supply).shall have certificate tested fromMNRE approved Lab. Guarantee for total system is two years . Complete in all respect as per specification, design, drawing & as directed by Employer Representative. Note: All the above should be integrated and should be 1 system. Compact Solar LED Street Light - 20W(MONO) 18V/ 12.8V9Ah/12W |
| 298 | Providing & Fixing of Heavy duty capacitor start, copper woind Double ball bearing 900/1400 RPM single phase Exhaust fan as per Relavent IS specification for electrical Works, conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. OEM shall be an ISO certified company. Appropriate OEM test certificate shall be submitted by contractor. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. |
| 299 | Mechanical Works |
| 300 | Submersible pump Supply,Installaion, Testing & Commissioning of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V +- 10%, 3 Ph, 50 Hz A.C. supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling with suitable suction strainer. Pump should have suitable dischargeout let as per manufactureres design. Antithrust stream lined non return valve shall be provided with the pump. 3m submersible copper conductor cable in single/ double run and 2 pairs of suitable size errection clamp 10 mm thick shall be provided with each pump.( with bronze / stainless steel(CF8M) impeller) ,all complete as per Technical Specifications , Drawing & as directed by employer"s Representative. |
| 301 | Subermersible Pump Working OPPOSITE TO OLD BRITISH PROPOSED TWAT OHT PREMISES (NEW) ,PUMP CAPACITY 2300 LPM ,HEAD115 M |
| 302 | Store Standby PUMP CAPACITY 2300 LPM ,HEAD115 M |
| 303 | Subermersible Pump Working PROPOSED TWAT OHT PREMISES NEAR TEHSIL AREA (NEW) ,PUMP CAPACITY 2000 LPM ,HEAD125 M |
| 304 | Store Standby PUMP CAPACITY 2000 LPM ,HEAD125 M |
| 305 | Subermersible Pump Working PROPOSED TWAT VERMALINE FOR OHT NEAR TEHSIL AREA (NEW) ,PUMP CAPACITY 1800 LPM ,HEAD125 M |
| 306 | Store Standby PUMP CAPACITY 1800 LPM ,HEAD125 M |
| 307 | Subermersible Pump Working PROPOSED TWAT OHT PREMISES NEAR NAGAR NIGAM (NEW) ,PUMP CAPACITY 2500 LPM ,HEAD120 M |
| 308 | Store Standby PUMP CAPACITY 2500 LPM ,HEAD120 M |
| 309 | Submersible pump Supply,Installaion, Testing & Commissioning of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V +- 10%, 3 Ph, 50 Hz A.C. supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling with suitable suction strainer. Pump should have suitable dischargeout let as per manufactureres design. Antithrust stream lined non return valve shall be provided with the pump. 3m submersible copper conductor cable in single/ double run and 2 pairs of suitable size errection clamp 10 mm thick shall be provided with each pump.( with bronze / stainless steel(CF8M) impeller) ,all complete as per Technical Specifications , Drawing & as directed by employer"s Representative. |
| 310 | Subermersible Pump Working PROPOSED TWAT AYURVEDIC COLLEGE FOR NAGAR NIGAM OHT (NEW) ,PUMP CAPACITY 2300 LPM ,HEAD120 M |
| 311 | Store Standby PUMP CAPACITY 2300 LPM ,HEAD120 M |
| 312 | Supply, installation, testing and commissioning of Mono Rail Chain Pulley Block suitable for lift up to 9m with chain 9m pulley block for Tubewells excluding cost of girder all complete as per Technical Specifications , Drawing & as directed by employer"s Representative.Capacity - 3 Ton For Tube Wells |
| 313 | Supply, installation, testing and commissioning of glycerin filled Pressure gauge/Compound gauge of following ranges with isolation valve and tap off pipe ,all complete as per Technical Specifications , Drawing & as directed by employer"s Representative.0-15 Kg/Cm2 |
| 314 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning , as per Technical Specification, Drawing & as directed by employer"s Representative.Electrically Operated & SCADA Compatible class PN 1.6 |
| 315 | 200mm |
| 316 | Providing, lowering, aligning, fixing in position in pipe line, DI D/Fresilient seated (soft seated) Swing check type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG- 400/12 as per IS 1865 or Equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of Employers Representative including jointing & jointing material, labour, testing and commissioning along with pipeline as per TechnicalSpecification , Drawing & as directed by employer"s Representative. NRV PN 1.6 |
| 317 | 200mm |
| 318 | Fabrication, supply of flanged/ screwed ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in tubewells complete including all material, labour, testing and commissioning along with pipe as per Technical Specifications, Drawing & as directed by employer"s Representative (with minimum 5mm thickness). |
| 319 | Colomn pipe (Flanged/Screwed) |
| 320 | 90 Degree Bend |
| 321 | AF Tee |
| 322 | DF Pipe |
| 323 | Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materialsand making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification , Drawing & as directed by employer"s Representative. |
| 324 | 200mm |
| 325 | SCADA & INSTRUMENTATION WORKS |
| 326 | Design, manufacture, supply, installation, testing and commissioning of indoor type PLCpanel of size 1200 mm x 800 mm x 2100mm (lbh) , fabricated out of approx.min. 2 mm thick CRCA sheet Steel complete with latestconfiguration PC, necessary programming andScada software and comprising of all accessories Not limited to the following |
| 327 | CENTRALISED REDUNDANT PROCESSORFor 11 RTU Station GIS based Communication,all field Instrument & Radio frequency based AMR Meter communication |
| 328 | FORDICHANNEL-Card with 16 channel & with base channels |
| 329 | FORDOCHANNEL-Card with 16 channel & with base channel |
| 330 | RELAY CARD -with8 channels |
| 331 | AICHANNEL - card with8 channels & with base channels |
| 332 | AO CHANNEL- card with4 channels & with base channels |
| 333 | SCADA Software & Centralised Cloud Based System, Data Acquisition & Remote Monitoring etc. |
| 334 | Programming Software |
| 335 | Communication Card With Cable |
| 336 | Design, manufacture, supply, installation, testing and commissioning of indoor type PLCpanel of size 1200 mm x 800 mm x 2100mm (lbh) , fabricated out of approx.min. 2 mm thick CRCA sheet Steel complete with latestconfiguration PC, necessary programming andScada software and comprising of all accessories Not limited to the following |
| 337 | System Cabinet/ Panel |
| 338 | 24V Dc Power Supply Redundant |
| 339 | Remote I/O Panel |
| 340 | Server |
| 341 | Marshalling Panel |
| 342 | Hardware Switchgear Lot |
| 343 | Computer-32"LED–Engg. Stn.1No .& Operating Stn-2 Nos.. Total -2 Nos.. |
| 344 | CommonDesktop for Centralised SCADA Centre |
| 345 | Lazer Printer-A4- Colour |
| 346 | Design, manufacture, supply, installation, testing and commissioning of indoor type PLCpanel of size 1200 mm x 800 mm x 2100mm (lbh) , fabricated out of approx.min. 2 mm thick CRCA sheet Steel complete with latestconfiguration PC, necessary programming andScada software and comprising of all accessories Not limited to the following |
| 347 | Printer |
| 348 | Aux. Contactor-Lot |
| 349 | Furniture Set |
| 350 | Air Conditioner-1.5 T |
| 351 | UPS-Redundant 2Kva, 150 AH*2 Battery Unit, Backup For 3 Hours Backup |
| 352 | Remote Data Transfer set GSM/GPRS Modem -Wireless At Sending / Receiving End |
| 353 | Fibre Optic CableRemote I/O Panel-Lot |
| 354 | Converter For Foc |
| 355 | iRTU PANEL WITH HMI ATEACH TUBEWELL LOCATION Design, manufacture, supply, installation, testing & commissioning of indoor type PLCpanel with 10” HMI, withsize 800 mm x 800 mm x 2100mm (lbh) , fabricated out ofapprox. min. 2 mm thick CRCAsheet complete with , necessary programming and HMI software and comprising of all accessories not limited to the following |
| 356 | REDUNDANT PROCESSORwith48nos. I/O capacity with 10” HMI |
| 357 | FORDICHANNEL-Card with 16 channel & with base channels |
| 358 | FORDOCHANNEL-Card with 16 channel & with base channel |
| 359 | RELAY CARD -with8 channels |
| 360 | AICHANNEL - card with8 channels & with base channels |
| 361 | AO CHANNEL- card with4 channels & with base channels |
| 362 | HMI with ProgrammingSoftware |
| 363 | Communication Card With Cable |
| 364 | System Cabinet/ Panel |
| 365 | iRTU PANEL WITH HMI ATEACH TUBEWELL LOCATION Design, manufacture, supply, installation, testing & commissioning of indoor type PLCpanel with 10” HMI, withsize 800 mm x 800 mm x 2100mm (lbh) , fabricated out ofapprox. min. 2 mm thick CRCAsheet complete with , necessary programming and HMI software and comprising of all accessories not limited to the following |
| 366 | Power Supply Redundant |
| 367 | Hardware & Software Development–Lot |
| 368 | Remote Data Transfer GSM/GPRS Modem -Wireless At Sending / Receiving End With Dual Sim |
| 369 | UPS- 2 Kva with 150 AH*2 Battery Unit, Backup For 3 Hours for all RTU Panel Location |
| 370 | UPS-500vA Kva with Battery Unit With 2 hour Backup for all DMALocation |
| 371 | Billing Center Accessories Near to respective Pump House area |
| 372 | CommonDeskTop for Billing Center |
| 373 | Printer |
| 374 | Furniture Set |
| 375 | Online payment SWAP Machine |
| 376 | ELECTROMEGNATIC FLOW TRANSMITTER ATDMA INLET LINE & OHT DISCHARGE DATA LOGER & COMMUNICABLE WITH RTU/SCADA INTEGRATED FLOW TRANSMITTER Electro MagneticType Bulk Flowmeter ( Bfm ): Providing,Installation, Testing And Commissioning OfBulk Flow Meter With Removable MechanismClass "B" Confirming To ISO: 4064/1IncludingAll Materials (Including CI/DI Fittings) and making Connection With new / existing Pipeline required For Bulk Flow Meter For At Feeder LineFrom OhtWith 4-20mA Signal |
| 377 | DN200 mm |
| 378 | DN250 mm |
| 379 | DN300 mm |
| 380 | DN350 mm |
| 381 | Providing, Installation, Testing And Commissioning Of Ultrasonic/Electromagnetic type, RF based, AMR Domestic Water MetersPre Equipped With communication capability with RTU/PLC Rf Based Automated Meter Reading Facility With Nuts,Bolts And Necessary AccessoriesConforming To ISO 4064 as per detailed specificatonsWith 18 Years WarrantySuitable ForFollowing Water Line Sizesincludingmeter box for protection complete with all lead and lift |
| 382 | 15mm AMR Water Meter |
| 383 | 20 mm AMRWater Meter |
| 384 | 25 mm AMR Water Meter |
| 385 | HYDROSTATIC LEVELTRANSMITTER FOR DISTRIBUTION SUMP LEVEL TRANSMITTERS- HYDROSTATIC/PIZO TYPE WITH LCD SCREEN WITH 4-20 MA COMMUNICATION |
| 386 | Providing, Installation Testing AndCommissioning Of Hydrostatic LevelTransmitter: Principle : Piezoelectric Sensor Dia less than 1inch,Power Supply: 24 V DC /Output: 4- 20 mA / Display:Integral Display For Programming And Display Reading / IP 68 |
| 387 | PRESURE TRANSMITTER AT DISCHARGE OF SUBMERSIBLE PUMP PRESURE TRANSMITTER AT DISCHARGE OF SUBMERSIBLE PUMP WITH LOCAL DISPLAY- FOR ONLINE PRESSURE MEASUREMENT |
| 388 | Providing, Installation Testing AndCommissioning Of Pressure Transmitter: : for online pressure Measurement of Submersible Pump. Connection:1 1/2 Inch / 2 Inch, NPT Threaded Type Power Supply: 24 V DC /Output: 4- 20 mA / Display:Integral Display For Programming And Display Reading / IP 68 |
| 389 | LEVELTRANSMITTER FOROHT LEVEL TRANSMITTERS- ULTRASONIC TYPE WITH DATA LOGER & RTU/SCADA INTEGRATED |
| 390 | Providing, Installation Testing AndCommissioning Of Ultrasonic LevelTransmitter: Principle : Time Of Flight /Sensor Moc : PP/ Process Connection:1 1/2 Inch / 2 Inch, NPT Threaded Type Power Supply: 24 V DC /Output: 4- 20 mA / Display:Integral Display For Programming And Display Reading / IP 68 |
| 391 | AUTOMATIC CHLORINE DOSING SYSTEM AUTOMATIC CHLORINE DOSING SYSTEM AT EACH TUBEWELL LOCATION |
| 392 | Providing, Installation Testing AndCommissioning Of Automatic chlorine dosing system: Principle : Time Of Flight Electronic Dosing Pump with LCD display, 4-20 MA communication with Chlorine Analyser, enable with proportional dosing (1W&1S) unit :with Process Connection, Common discharge & NRV |
| 393 | FLOAT & BOARD LEVEL GAUGE AT EACH OHT FOR OHT WATER LEVEL INDICATION |
| 394 | Providing, Installation AndCommissioning of Float & Board type level Gauge for Water Level Indication at each OHT |
| 395 | ONLINE pHANALYSER WITH LOCAL DISPLAY: WITH DATA LOGER WITH iRTU/PLC/SCADA INTEGRATED |
| 396 | PROVIDING, INSTALLATION, TESTINGAND COMMISSIONING OF pH METER WITH TRANSMITTER AND SENSOR MEASURING RANGE: 0-12,ACCURACY: 1%, RESOLUTION: OPERATING TEMPERATURE: 0- 50°C, installed in DMA |
| 397 | ONLINE TURBIDITY & CHLORINE ANALYSER WITH LOCAL DISPLAY:WITH iRTU/PLC/SCADA INTEGRATED AT EACH OHT LOCATION FOR ONLINE WATER QUALITY MONITRING |
| 398 | Providing, Installation, Testing And Commissioning Of Turbidity Analyser For Water Application :Turbidity Measuring Range: 0 To 100 Ntu ;Accuracy:+/-2% Of Reading Or +/-0.02Ntu;With Inbuilt Transmitter With 4-20 Ma Output ,Relay Contacts & remote/GPRS Communication for Existing & Proposed WTP Location |
| 399 | ONLINE CHLORINE ANALYSER WITH LOCAL DISPLAY FOR WATER QUALITY MEASUREMENT IN EACH DMA :WITH DATA LOGER WITH RTU/SCADA INTEGRATED |
| 400 | Providing, Installation, Testing And Commissioning Of Turbidity Analyser For Water Application :Turbidity Measuring Range: 0 To 100 Ntu ;Accuracy:+/-2% Of Reading Or +/-0.02Ntu;With Inbuilt Transmitter With 4-20 Ma Output ,Relay Contacts & Modbus & remote/GPRS Communication for all DMA Location |
| 401 | Electrically operated Sluice valve communicable with RTU/SCADA for remotely ON & OFF: Providing,Installation, Testing And Commissioning OfElectrically operated sluice valve Confirming to respective IS, Includingall Materials (Including CI/DI Fittings) and making Connection With New / existing pipeline required For Electrically operated on 415 V AC / 230 VAC sluice valveWith 4-20mA Signal communication, Excluding the power source charges. ELECTRICALLY OPERATED ON OFF SLUICE VALVE AT DISCHARGE OF TW & HSC PUMP REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND. ELECTRICALLY OPERATED SLUICE VALVE FOR DMA INLET LINE |
| 402 | DN200 mm |
| 403 | DN250 mm |
| 404 | DN300 mm |
| 405 | DN350 mm |
| 406 | Electrically operated Sluice valve communicable with RTU/SCADA for remotely ON & OFF: Providing,Installation, Testing And Commissioning OfElectrically operated sluice valve Confirming to respective IS, Includingall Materials (Including DI Fittings) and making Connection with pipeline required For Electrically operated on 415 V AC, sluice valveWith 4-20mA Signal communication, as per Technical Specification & as per direction of Employer"s Representative Class PN 1.6 (with Manual wheel handle), for the following- ELECTRICALLY OPERATED FLOW CONTROL SLUICE VALVE FOR INSTALLATION INSIDE DMA REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND |
| 407 | DN100 mm |
| 408 | DN150 mm |
| 409 | DN 200 mm |
| 410 | DN 250 mm |
| 411 | DN 300 mm |
| 412 | DN 350 mm |
| 413 | DN 400 mm |
| 414 | DN 450 mm |
| 415 | LCP/SWITCH BOARD FOR 3 PHASE/SINGLE PHASE ELECTRICAL POWER CONNECTION FOR FCV LOCAL POWER SUPPLY |
| 416 | Metallic Box (100x100x60mm) |
| 417 | Power wiring |
| 418 | Switch Fuse unit 32 A |
| 419 | MCB 32 Amp |
| 420 | Enclosure for MCB |
| 421 | Danger Board (Large) |
| 422 | Switch-10A |
| 423 | Socket-10A |
| 424 | Pipe Earthing As Per Is:3043 With Perforated 3.0 Mtr. Long, 40 Mmdia. " B " Class G.I. Pipe Including All Accessories Like Nut, Bolts, Reducer, Nipple, Wire Meshed Funnel, And C.C. Finished Chamber Covered With Hinged Type With Locking Arrangement C.I. Cover, C.I. Frame Of Size 300mm X 300 mm And Embodying The Pipe Complete With Alternate Layers Salt And Coke/ Charcoal, Testing Of Earth Resistance As Required |
| 425 | Supply& LayingOf Following Size Earth Wire/Strip In Horizontal Or Vertical Run In Ground / Surface/ Recess Including Riveting, Soldering,Saddles,Making Connection Etc. As Required. |
| 426 | 25X6 mm GI Strip |
| 427 | 8mm GIWires |
| 428 | 12 SWG Wire ForInstrument |
| 429 | ELECTRONIC EARTH PITSAS PER INDIAN STANDARS Nos.. WITH 1CX16SQMM AL CABLEOF 20MFOR ITS CONNECTION TO PIT |
| 430 | Supply & Laying and both end termination with heavy duty double compression brass gland of XLPE insulated & P.V.C sheathed cable stranded copper conductor multi core control cable ISI marked (IS:1554) |
| 431 | 1.5.0 Sq.mm 2 core Cu Armoured 1.1/0.750 Kv LV cable for instrument power up of voltage rating 230VAC/ 415VAC |
| 432 | 0.75/1.0 Sq.mm Cu Armoured communication cable 2 Core Cable |
| 433 | 0.75/1.0 Sq.mm Cu Armoured 6 Core Communication Cable |
| 434 | 0.75/1.0 Sq.mm Cu Armoured 12 Core Communication Cable |
| 435 | Supplying and fixing/installation with both end termination with heavy duty double compression brass gland, & heavy duty Copper lugs duly crimped with crimping tool, PVC tape etc. for above explained Instrument power cable. |
| 436 | Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts ,fasteners, supports etc. |
| 437 | 100mm x 50mm x 1.6mm |
| 438 | 150mm x 50mm x 1.6mm |
| 439 | 300mm x 50mm x 1.6mm |
| 440 | Providing and Commissiong of Meter Reading Software for AMR Water Meters including necessary licences and upgradations for O & M period including providing Hand Held Unit (minimum one number for two DMA), including establishment of Test Bench at approved project sitewith all lead and lift complete and as per specifications |
| 441 | Schedule-3 Operation & maintenance |
| 442 | Operation, Maintenance and Management Services for Water Supply System |
| 443 | Operation and maintenance Fee for 18 year Operation Service Period for producing and distribution (24x7) potable water conforming to the relevant Service Levels including all necessary tasks, activities and obligations as necessary for operation, maintenance and management of water production and distribution system and all related infrastructure, Tube Well, chlorination for disinfection, water quality testing and monitoring, flow and pressure measurement, management of water distribution to all connected customers, including planning, demand management, DMA and sub-DMA management, network operations, network management,leak detection, leak repair, connections management, all commercial services including meter reading, bill generation, distribution of bills, bill collection, customer services including recording and redressing customer complaints, all administrative and management tasks and all services to be provided as a prudent water supply service provider as well as cost ofincentives, operations, spares, equipment, transport,tankered water supply, including all necessary preventive and reactive maintenance of all civil, mechanical, electrical and instrumentation units,transport, communications, CMMS (Computerized Maintenance Management System), reporting, including cost of all wages, chemicals, Fuel , consumables, spares, insurance, complete. Electricity Charges will be paid by GoUK. The bidder shall separately provide the break-up of salaries and wages, consumables, electricity, preventive maintenance for civil, mechanical, electrical and instrumentation, insurance and all other costs in a separate sheet for analysis by Employer |
| 444 | 1st to 6th Year |
| 445 | Fixed Lump Sum Monthly O&M Fee “Ff” |
| 446 | 7th to 10th Year |
| 447 | Fixed Lump Sum Monthly O&M Fee “Ff” |
| 448 | 11th to14th Year |
| 449 | Fixed Lump Sum Monthly O&M Fee “Ff” |
| 450 | 15th to18th Year |
| 451 | Fixed Lump Sum Monthly O&M Fee “Ff” |
| 452 | Variable O&M Fee per cubic meter of water measured at customer tap “Fv” |
| 453 | 1st Year |
| 454 | 2nd Year |
| 455 | 3rd Year |
| 456 | 4th Year |
| 457 | 5th Year |
| 458 | 6th Year |
| 459 | 7th Year |
| 460 | 8th Year |
| 461 | 9th Year |
| 462 | Variable O&M Fee per cubic meter of water measured at customer tap “Fv” |
| 463 | 10th Year |
| 464 | 11th Year |
| 465 | 12th Year |
| 466 | 13th Year |
| 467 | 14th Year |
| 468 | 15th Year |
| 469 | 16th Year |
| 470 | 17th Year |
| 471 | 18th Year |
| 472 | Providing House Service Connection(Single Service connection) from Ductile Iron distribution main to property limit, including supply & fixing of brass ferrule confirming to IS: 2692, clamp saddle of non corrosive Engineering Plastic(Polyethylene) body moulded with Stainless Steel threaded metal insert for tapping outlet.The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs.Threading size & dimensions shall confirm to IS :554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side & alignwith hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure.Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled threaded, Tightening torque for1/2"(M12) nut bolt: 14g.m and for 5/8"(M16) nut bolt:21-23kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying & laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the property limit of both sides of road including supplying & fixing PP compression fittings such as Metal Insert Female Thread Adaptor with SS304 material (2Nos), Double compression elbow with compression on both sides (4Nos) complying to ISO 14236-2000 and GI plug-infor closure of ends/GI pipe with union to joint with existing connection, SS Ball Valve, FVC. All Pipes & fittings shall be PN 1.6 rating including transportion, loading & unloading at site, all labours, tools, eqipments etc. complete work including connecting new house service pipeline to existing/new legal house connection after completing the distribution pipeline as per the drawing & as directed by Employer"s Representative.(Road Cutting & Restoration shall be paid separately) |
| 473 | Schedule -4 Asset Replacement |
| 474 | Asset Replacement Fund required for ensuring replacement of new assets installed by the Contractor as per the Asset Replacement Schedule submitted by the Contractor. |
| 475 | Year 6 replacements |
| 476 | Year 7 replacements |
| 477 | Year 8 replacements |
| 478 | Year 9 replacements |
| 479 | Year 10 replacements |
| 480 | Year 11 replacements |
| 481 | Year 12 replacements |
| 482 | Year 13 replacements |
| 483 | Year 14 replacements |
| 484 | Asset Replacement Fund required for ensuring replacement of new assets installed by the Contractor as per the Asset Replacement Schedule submitted by the Contractor. |
| 485 | Year 15 replacements |
| 486 | Year 16 replacements |
| 487 | Year 17 replacements |
| 488 | Year 18 replacements |
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