Tender For Development Of Water Supply System With 18 Years O And M, In Champawat, Uttarakhand.(Ws Cmp 01), Champawat-Uttarakhand

TDR : 38845967

Tender Notice
Corrigendum Details
BOQ

Expired

Champawat , Uttarakhand

Tender Brief : Corrigendum : Tender For Development Of Water Supply System With 18 Years O And M, In Champawat, Uttarakhand.(Ws Cmp 01)

Document Fees
₹ 29500 /-

EMD
₹ 26000000.0 /-

Tender Value
Refer document

Submission Date
23-09-2023

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	08-09-2023	Addendum-02	Technical Bid	23-09-2023
2	06-09-2023	Addendum1	Date	23-09-2023
3	02-09-2023	Pre Bid Replies	Other	08-09-2023

Name of Work: Development of Water Supply System with 18 years O&M, in Champawat, Uttarakhand.

Sl. No.	Item Description
1	Schedule-1 Design & Documentation Work
2	Topographical Survey, Geotechnical investigation, Design, Drawing & Documentation work for Water supply components 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	Survey, Geotechnical investigation, Design, Drawing & Documentation work for WTP and its ancillary works. Work shall Include Survey & Geotechnical investigation work, Preparation & submission of Hydraulic/Architectural Design & Drawing, Civil/Structural Design & Drawings, Electrical, Mechanical & Instrumentation and vettingfrom reputed Govt. institute (IIT/NIT or approved by Employer\"s Representative) Design & Drawings, As Built drawings, Preparing training Programme and Manuals etc complete all as per scope of work and as directed by Employer\"s Representative.
4	Schedule-2 Water Supply and ancillary works
5	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.
6	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.
7	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.
8	Add to item 5.0 to 7.0 forfor every additional 1.5 m. (5 ft) lift or part of 1.5 m.(5 ft).
9	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. 5, 6 and 7).
10	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.
11	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.
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 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).
13	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).
14	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).
15	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.
16	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
17	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.
18	100 mm dia
19	150 mm dia
20	200 mm dia
21	250 mm dia
22	Providing of all material Carting from site store to site of work. laying & jointing of G.l pipes confirming to IS : 1239 (PART-1) including supply of all jointing materials Iike specials. white lead. hemp and oil etc in trenches withits cutting. threading and testing of pipe line etc complete as per specification, drawing and as directed by Employers Representative.Heavy Duty Class C
23	40 mm dia
24	50 mm dia
25	65 mm dia
26	80 mm dia
27	100 mm dia
28	125 mm dia
29	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.
30	50 mm dia
31	Providing of all materials, Carting from site store to site of work,Lowering into trenches with true to alignment, Laying of MS ERWPipes grade Yst 210, Jointingby electric welding process with proper grade ofeletrodes suitable for jointing of water supply pipe lines (Ador,L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete as per specification, drwing and as directed by Employers Representative.
32	100 mm dia (4.8 mm thick)
33	150 mm dia (5.6 mm thick)
34	200 mm dia (7.0 mm thick)
35	250 mm dia (7.1 mm thick)
36	300 mm dia (7.1 mm thick)
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	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.
42	Upto 600 mm dia
43	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.
44	Upto 600 mm dia
45	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.-17)
46	100 mm dia
47	125 mm dia
48	150 mm dia
49	200 mm dia
50	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:
51	65 mm dia
52	80 mm dia
53	100 mm dia
54	150 mm dia
55	200 mm dia
56	250 mm dia
57	300 mm dia
58	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-
59	80 mm
60	100 mm
61	150 mm
62	200 mm
63	250 mm
64	300 mm
65	350 mm
66	400 mm
67	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-
68	40 mm dia
69	50 mm dia
70	65 mm dia
71	80 mm dia
72	100 mm dia
73	Providing, lowering, laying, aligning, fixing in position and jointing in pipe line Ductile Iron Non Return Valve Swing Type As per IS 5312 PN 1.6 & Flange Drilling IS 1538 Table 4&6 Flat Face
74	100 mm dia
75	150 mm dia
76	200 mm dia
77	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.
78	100 mm diameter Fire Hydrant Confirming to IS: 5290 (Flanged)
79	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.
80	80 mm dia PN-1.6
81	100 mm dia PN-1.6
82	150 mm dia PN-1.6
83	200 mm dia PN-1.6
84	250 mm dia PN-1.6
85	300 mm dia PN-1.6
86	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.
87	For 100-150 mm dia pipe
88	For 200-250 mm dia pipe
89	For 300-350 mm dia pipe
90	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.
91	Upto 100 mm dia
92	From 125 to 200 mm dia
93	From 250 to 350 mm dia
94	From 400 to 500 mm dia
95	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.
96	Upto 150 mm dia pipe
97	For 200-250 mm dia pipe
98	For 300-350 mm dia pipe
99	For 400-450 mm dia pipe
100	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.
101	Upto 250 mm dia pipe
102	For 300-350 mm dia pipe
103	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.
104	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.
105	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.
106	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.
107	Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns
108	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.
109	Construction of R.C.C. GLSR of following capacities with M.S. ladder outside the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixiing of outlet, inlet, over flow and wash out pipes with Electrically Operated sluice valves at inlet and bypass and manual Sluice valve at washout pipe including cost of materials flooring 1.0 m wide plinth protection, Landscaping, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials all complete as per the direction of Employers Representative.
110	450 KL
111	450 KL
112	900 KL
113	1100 KL
114	Constructing of Water Treatment Plant of 3.5 MLD production capacity in 16 hours operation with Stilling Well, Raw Water Channel, Flash Mixer, Clariflocculator, Rapid Gravity Sand Filter beds, RCC Roof covered filter bed with brick wall and door and window, Annex Building, Treated water storage Reservoir 2 hrs detention time, Back wash water storage tank, Disinfection with Hypochlorite solution, Filter Backwash water recycle Sump and Pump, Sludge Sump and pump, Thickener, Thickned Sludge Sump and pump, Centrifuge with Building, Two storied Chemical House, water analysis laboratory, basic PLC based data aquisition for data monitoring electrical parameters of drive motor & power supply, online flow, pressure and water qualitymeasurement, security cabin (min. 14 Sq,m with toilet block), Retaining wall, soil filling to make FGL, landscaping, internal and external lighting, compound wall (2.10 m height above Finished Ground Level), internal road, Staff Quarter (min. 50 sqm), includingcost of all civil, mechanical, electrical and instrumentation works, equipment, installation, commissioning, testing & trial run for 3 months all complete as per specification, drawing and as per the direction of Employers Representative.
115	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.
116	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.
117	Construction of Security Cabinas per drawing and technical specificationincluding civil, electrical, mechanical, instrumentation, plumbing etc. all complete as per specification, drawing and as directed by Employers Representative.
118	Construction of Clorination Building at (Top CWR/other locations) as per drawing and technical specificationincluding civil, electrical, mechanical, instrumentation, plumbing etc.all complete as per specification, drawing and as directed by Employers Representative.
119	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.
120	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.
121	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.
122	Construction of Internal road as per drawing and technical specification including all ancillary works.in all respect as directed by Employer\"s Representative.
123	Construction of Entrance Gate with pillarincluding all ancillary works. in all respect as directed by Employer\"s Representative.
124	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.
125	Providing House Service Connection(Single Service connection) from Galvanized Iron (GI)/ 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)
126	15 mm Connection
127	20 mm Connection
128	25 mm Connection
129	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)
130	15 mm dia
131	20 mm dia
132	25 mm dia
133	Road Cutting, Restoration & miscellaneous works
134	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.
135	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-
136	By Manual Means
137	By Mechanical Means
138	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.
139	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.
140	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.
141	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.
142	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.
143	By ManualMeans
144	By Mechanical means
145	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.
146	By ManualMeans
147	By Mechanical means
148	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.
149	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.
150	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.
151	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.
152	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.
153	Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 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 (bituminous binder @ 4.5 % of mix as per drawing and as per direction of Employer\"s Representative.
154	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.
155	By Manual Means Bitumen (VG-10)
156	Mechanical Means Bitumen (VG-10)
157	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.
158	By Manual Means, Type A, Bitumen (VG-10)
159	By Mechanical Means, Type A Bitumen (VG-10)
160	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
161	M15 Cement Concrete
162	M10 Cement Concrete
163	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.
164	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.
165	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.
166	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.
167	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.
168	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.
169	Centering and shuttering including strutting, propping etc. and removal of form for :
170	Foundations, footings, bases of columns, etc. for mass concrete
171	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
172	Suspended floors, roofs, landings, balconies and access platform
173	Lintels, beams, plinth beams, girders, bressumers and cantilevers
174	Columns, Pillars, Piers, Abutments, Posts and Struts
175	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.
176	Providing and laying in position machine batched and machine mixed design mix M25 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.
177	All works upto plinth level
178	All works above plinth level upto floor V level
179	Providing and laying in position machine batched and machine mixed design mix M30 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.
180	All works upto plinth level
181	All works above plinth level upto floor V level
182	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
183	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
184	Providing 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) as per specification, drawing and as directed by Employers Representative.
185	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
186	Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
187	Pointing with cement mortar(1:3) on brick work as per drawing and technical specificationand as directed by Employers Representative.
188	Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1 m interval, having mesh opening 100mmx120mm, mesh wirediameter3mm for gabions , edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2mm.(The work includes filling boulders in the gabions).
189	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.
190	Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Employers Representative. complete in all respect.
191	Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
192	Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Employers Representative. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
193	12 mm average thickness
194	Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member.
195	50mm thick in Grade M 25 with cement content not less than 330 kg per cum
196	Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Employers Representative.(The payment shall be made on the basis of actual weight of approved grout injected.)
197	Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work.
198	Finishing walls with water proofing cement paint of required shade as per speicification,drawing and as directed by Employers Representative.
199	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight , no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications and as directed by Employers Representative.
200	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank as per specification and as directed by Employers Representative.
201	Providing and fixing Bib cock of approved quality and colour as per specification, design , drawing and as directed by Employers Representative.
202	Ambient Air Quality
203	Noise Quality
204	Ground water Testing
205	Surface water Testing
206	Mechanical Works
207	Supply,Installaion, Testing & Commissioning of Horizontal Split casing centrifugal pump motor set of specified duty parameters & guaranteed efficiency of following MOC with specified capacity, horizontal foot mounted TEFC squirrel cage induction motor, working on three phase AC supply with 50 Hz ± 3%, 415 V ± 10%,rated speed 1450 RPM along with fabricated MS base frame, coupling, coupling guard, foundation bolts etc. as per relevant IS.M.O.C.: Impeller & Wearing Rings: CF8M, Casing: Cast Steel WCB , Shaft: SS 410, Shaft Sleeve: SS 410, Mechanical Seal (above 30 kW), Base Frame: MS. Including Motor Erection Charges ,all complete as per Technical Specifications , Drawing & as directed by Employer\"s Representative.
208	HSC Multistage Pump Store StandbyPUMP CAPACITY 345 CUM/HR ,HEAD60 M, 110KW
209	HSC Multistage Pump Store StandbyPUMP CAPACITY 108 CUM/HR ,HEAD320 M, 180KW
210	HSC Multistage Pump Store StandbyPUMP CAPACITY 108 CUM/HR ,HEAD340 M, 200KW
211	HSC Multistage Pump Store StandbyPUMP CAPACITY 108 CUM/HR ,HEAD350 M, 200KW
212	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
213	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
214	250 mm dia
215	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
216	250mm
217	SCADA & INSTRUMENTATION WORKS
218	Automation system work for entire local & remote equipment / instrument communicable with all iRTU/PLC Panel, field Instruments of all DMA areas of entire Package scope of work will be Located at Near Hanuman Gadhi, Champawat for controlling all existing and proposed system of Pump house, Intake well, IPSs, WTPs, Sump, OHT\"s etc. 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
219	CENTRALISED REDUNDANT PROCESSORPLC / iRTU Station GIS based Communication,aLL field Instrument & Radio frequency based AMR Meter communication
220	FORDICHANNEL-Card with 16 channel & with base channels
221	FORDOCHANNEL-Card with 16 channel & with base channel
222	RELAY CARD -with8 channels
223	AICHANNEL - card with8 channels & with base channels
224	AO CHANNEL- card with4 channels & with base channels
225	SCADA Software & Centralised Cloud Based System, Data Acquisition & Remote Monitoring etc.
226	Programming Software
227	Communication Card With Cable
228	Automation system work for entire local & remote equipment / instrument communicable with all iRTU/PLC Panel, field Instruments of all DMA areas of entire Package scope of work will be Located at Near Hanuman Gadhi, Champawat for controlling all existing and proposed system of Pump house, Intake well, IPSs, WTPs, Sump, OHT\"s etc. 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
229	System Cabinet/ Panel
230	24V Dc Power Supply Redundant
231	Remote I/O Panel
232	Server
233	Marshalling Panel
234	Hardware Switchgear Lot
235	Computer-32\"LED–Engg. Stn.1No .& Operating Stn-2 Nos.. Total -2 Nos..
236	CommonDesktop for Centralised SCADA Centre
237	Lazer Printer-A4- Colour
238	Automation system work for entire local & remote equipment / instrument communicable with all iRTU/PLC Panel, field Instruments of all DMA areas of entire Package scope of work will be Located at Near Hanuman Gadhi, Champawat for controlling all existing and proposed system of Pump house, Intake well, IPSs, WTPs, Sump, OHT\"s etc. 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
239	Printer
240	Aux. Contactor-Lot
241	Furniture Set
242	Air Conditioner-1.5 T
243	UPS-Redundant 2Kva, 150 AH*2 Battery Unit, Backup For 3 Hours Backup
244	Remote Data Transfer set GSM/GPRS Modem -Wireless At Sending / Receiving End
245	Fibre Optic CableRemote I/O Panel-Lot
246	Converter For Foc
247	PLC / i RTU Panel with HMI at Intake Well, Pump Houses, WTPs, IPSs, Existing & Proposed scheme both: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.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
248	REDUNDANT PROCESSORwithrespective I/O\"s capacity with 10” HMI
249	FORDICHANNEL-Card with 16 channel & with base channels
250	FORDOCHANNEL-Card with 16 channel & with base channel
251	RELAY CARD -with8 channels
252	AICHANNEL - card with8 channels & with base channels
253	AO CHANNEL- card with4 channels & with base channels
254	HMI with ProgrammingSoftware
255	Communication Card With Cable
256	System Cabinet/ Panel
257	PLC / i RTU Panel with HMI at Intake Well, Pump Houses, WTPs, IPSs, Existing & Proposed scheme both: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.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
258	Power Supply Redundant
259	Hardware & Software Development–Lot
260	Remote Data Transfer GSM/GPRS Modem -Wireless At Sending / Receiving End With Dual Sim
261	UPS- 2 Kva with 150 AH*2 Battery Unit, Backup For 3 Hours for all RTU Panel Location
262	UPS-500vA Kva with Battery Unit With 2 hour Backup for all DMALocation
263	Billing Center Accessories Near to respective Pump House area
264	CommonDeskTop for Billing Center
265	Printer
266	Furniture Set
267	Online payment SWAP Machine
268	ELECTROMEGNATIC FLOW TRANSMITTER ATPUMP DISCHARGE DISCHARGE OF INTAKE WELL, PUMP HOUSES, WTPs, IPSs, ETC. COMMUNICABLE WITH iRTU / PLC / SCADA INTEGRATED FLOW TRANSMITTER .Electromagnetic type Flowmeter: Providing,Installation, Testing And Commissioning Of EFM With Removable MechanismClass \"B\" Confirming To ISO: 4064/1IncludingAll Materials (Including DI Fittings) and making Connection With new / existing Pipeline required For Flow Meter For rising main, Sump/ GSLR discharge With 4-20mA Signal communication and Local display
269	DN250 mm
270	DN300 mm
271	ELECTROMEGNATIC FLOW TRANSMITTER ATGLSR INLET, GLSR DISCHARGE & DMA INLETDATA LOGER / COMMUNICABLE WITH iRTU / PLC / SCADA INTEGRATED FLOW TRANSMITTERElectromagnetic type Flowmeter: Providing,Installation, Testing And Commissioning Of EFM With Removable MechanismClass \"B\" Confirming To ISO: 4064/1IncludingAll Materials (Including DI Fittings) and making Connection With new / existing Pipeline required For Flow Meter At discharge of Oht, DMA InletWith 4-20mA Signal communication and Local display
272	DN 65 mm
273	DN 80 mm
274	DN100 mm
275	DN150 mm
276	DN200 mm
277	DN250 mm
278	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
279	15mm AMR Water Meter
280	20 mm AMRWater Meter
281	25 mm AMR Water Meter
282	PRESURE TRANSMITTER AT DISCHARGE OF SUBMERSIBLE PUMP / INTAKE WELL + SUMP PRESSURE TRANSMITTERS WITH LOCAL DISPLAY- FOR ONLINE PRESSURE MEASUREMENT
283	Providing, Installation Testing AndCommissioning Of Pressure Transmitter: : for online pressure Measurement of discharge of Submersible Pump & HSC. Connection:1 1/2 Inch / 2 Inch, NPT Threaded Type Power Supply: 230 VAC /24 V DC & 4- 20 mA communication IP 68
284	LEVELTRANSMITTER FOR SUMP FOR PUMPING STATION OF EXESTING WTPLEVEL TRANSMITTERS- ULTRASONIC TYPE WITH 4-20MA COMMUNICATION/ RTU/SCADA INTEGRATED
285	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: Local with IP 68
286	LEVELTRANSMITTER FORGLSRLEVEL TRANSMITTERS- ULTRASONIC TYPE WITH DATA LOGER & RTU/SCADA INTEGRATED
287	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: Local with IP 68
288	AUTOMATIC CHLORINE DOSING SYSTEMAUTOMATIC CHLORINE DOSING SYSTEM with HOOTER & LCP
289	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, with motorised valve at Common discharge & NRV
290	FLOAT & BOARD LEVEL GAUGE AT EACH OHT & GLSR FOR WATER LEVEL INDICATION
291	Providing, Installation AndCommissioning of Float & Board type level Gauge with SS-304 float, SS rope wire, pully, fixing clamp, Metal/wooden Scale etc for Water Level Indication at each OHT
292	ONLINE pHANALYSER WITH LOCAL DISPLAY: WITH DATA LOGER WITH iRTU/PLC/SCADA INTEGRATED
293	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
294	ONLINE TURBIDITY & CHLORINE ANALYSER WITH LOCAL DISPLAY:WITH iRTU/PLC/SCADA INTEGRATED AT EACH OHT LOCATION FOR ONLINE WATER QUALITY MONITRING
295	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 WTP location Location
296	ONLINE CHLORINE ANALYSER WITH LOCAL DISPLAY FOR WATER QUALITY MEASUREMENT IN EACH DMA :WITH DATA LOGER WITH RTU/SCADA INTEGRATED
297	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
298	Providing, Installation Testing and commissioning of diapharm based, Electrically powered, remotelay operated & communicated Pressure reducing Valve (maximum inlet pressure 6bar to outlet pressure 1.7 bar) Includingall Materials (Including DI Fittings etc) at DMA in different location FlangePRESSURE REDUCING VALVE MAXIMUM 6 BAR (60 mtr height) TO MINIMUM 1.7 BAR (17 mtr height)
299	DN 80 mm
300	DN100 mm
301	DN150 mm
302	DN200 mm
303	DN250 mm
304	DN300 mm
305	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 sliue valveWith 4-20mA Signal communication.ELECTRICALLY OPERATED ON OFF SLUICE VALVE WITH MANUAL OPERATING HANDELAT DISCHARGE OFEXESTING PUMPOF WTP REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND
306	DN250 mm
307	DN300 mm
308	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 sliue valveWith 4-20mA Signal communication.ELECTRICALLY OPERATED FLOW CONTROL SLUICE VALVE WITH MANUAL OPERATING HANDEL FOR GLSR INLET, GLSR DISCHARGE & DMA INLET REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND
309	DN 65 mm
310	DN 80 mm
311	DN150 mm
312	DN200 mm
313	DN250 mm
314	DN300 mm
315	Manually operated Sluice valve: Providing,Installation, Testing And Commissioning OfManually operated sluice valve Confirming to respective IS, Includingall Materials (Including CI/DI Fittings) and making Connection With New / existing pipeline required for VAC slicue valve.MANUALLY OPERATED D.I SLUICE VALVE FOR AT INLET AND OUTLET OF SAND FILTER FOR MANUAL ON/OFF
316	DN 50 mm
317	DN 65 mm
318	DN 80 mm
319	DN100 mm
320	DN125 mm
321	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, sliue 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 DMAREMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND
322	DN65 mm
323	DN 80 mm
324	DN100 mm
325	DN125 mm
326	DN150 mm
327	DN200 mm
328	DN250 mm
329	DN300 mm
330	LCP/SWITCH BOARD FOR 3 PHASE/SINGLE PHASE ELECTRICAL POWER CONNECTION FOR FCV LOCAL POWER SUPPLY
331	Metallic Box (100x100x60mm)
332	Power wiring
333	Switch Fuse unit 32 A
334	MCB 32 Amp
335	Enclosure for MCB
336	Danger Board (Large)
337	Switch-10A
338	Socket-10A
339	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)
340	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
341	0.75/1.0 Sq.mm Cu Armoured communication cable 2 Core Cable
342	0.75/1.0 Sq.mm Cu Armoured 6 Core Communication Cable
343	0.75/1.0 Sq.mm Cu Armoured 12 Core Communication Cable
344	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.
345	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. (at Inlet of each DMA Line)
346	100mm x 50mm x 1.6mm
347	150mm x 50mm x 1.6mm
348	300mm x 50mm x 1.6mm
349	450mm x 50mm x 2.0mm
350	Pipe earthing As per IS: 3043 with perforated 3.0 Mtr. Long, 40 mm dia. \" 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 eith locking arrangement C.I. cover, C.I. frame of size 300 mm X 300 mm and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance as required.
351	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.
352	25X3 mm GI / Cu Strip
353	8 mm GI Wires
354	12 SWG Wire for Instrument
355	ELECTRONIC EARTH PITSAS PER INDIAN STANDARS Nos.. WITH 1CX16SQMM AL CABLEOF 20MFOR ITS CONNECTION TO PIT
356	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
357	Schedule-3 Operation & maintenance
358	Operation, Maintenance and Management Services for Water Supply System
359	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
360	1st to 6th Year
361	Fixed Lump Sum Monthly O&M Fee “Ff”
362	7th to 10th Year
363	Fixed Lump Sum Monthly O&M Fee “Ff”
364	11th to14th Year
365	Fixed Lump Sum Monthly O&M Fee “Ff”
366	15th to18th Year
367	Fixed Lump Sum Monthly O&M Fee “Ff”
368	Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
369	1st Year
370	2nd Year
371	3rd Year
372	4th Year
373	5th Year
374	6th Year
375	7th Year
376	8th Year
377	9th Year
378	Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
379	10th Year
380	11th Year
381	12th Year
382	13th Year
383	14th Year
384	15th Year
385	16th Year
386	17th Year
387	18th Year
388	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 corrosiveEmployers Representativeing 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 propert 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. All Pipes & fittings shall be PN 16 rating including transportion, loading & unloading at site, all labours, tools, eqipments etc. including cutting of road surface, earthwork, refilling, and restoration of cut road surface , AMR Meters complete work including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing & as directed by Employers Representative.
389	Schedule -4 Asset Replacement
390	Asset Replacement Fund required for ensuring replacement of new assets installed by the Contractor as per the Asset Replacement Schedule submitted by the Contractor.
391	Year 6 replacements
392	Year 7 replacements
393	Year 8 replacements
394	Year 9 replacements
395	Year 10 replacements
396	Year 11 replacements
397	Year 12 replacements
398	Year 13 replacements
399	Year 14 replacements
400	Asset Replacement Fund required for ensuring replacement of new assets installed by the Contractor as per the Asset Replacement Schedule submitted by the Contractor.
401	Year 15 replacements
402	Year 16 replacements
403	Year 17 replacements
404	Year 18 replacements

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Tender For Development Of Water Supply System With 18 Years O And M, In Champawat, Uttarakhand.(Ws Cmp 01), Champawat-Uttarakhand

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