Tender For Development Of Water Supply And Sewerage System With 18 Years O And M, In Vikas Nagar, Uttarakhand.(Wss Vkn 01), Dehradun-Uttarakhand

TDR : 40013819

Tender Notice
Corrigendum Details
BOQ

Expired

Dehradun , Uttarakhand

Tender Brief : Corrigendum : Tender For Development Of Water Supply And Sewerage System With 18 Years O And M, In Vikas Nagar, Uttarakhand.(Wss Vkn 01)

Document Fees
₹ 29500 /-

EMD
₹ 56000000.0 /-

Tender Value
Refer document

Submission Date
18-10-2023

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	07-10-2023	Corrigendum1	Technical Bid	18-10-2023

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

Sl. No.	Item Description
1	Schedule-1 Design & Documentation Work
2	Topographical Survey, Geotechnical investigation, Design, Drawing & Documentation work for Water supply, Sewerage 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, soil investigation, Design, Drawing & Documentation work for STP and its ancillary works:Work Shall Include Survey & soil investigation work, Preparation & submission of Hydraulic/Architectural Design & Drawing, Civil/Structural Design & Drawings, Electricl, Mechanical & Instrumentation Design & Drawings, As Built drawings, Preparing training Programme and Manuals etc complete all as per scope of work andasdirected by Employers Representative
4	Schedule-2 Water Supply , Sewerage , Road Side Drainage 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	125 mm dia
20	150 mm dia
21	200 mm dia
22	250 mm dia
23	300 mm dia
24	350 mm dia
25	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.
26	100 mm dia
27	150 mm dia
28	200 mm dia
29	250 mm dia
30	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.
31	50 mm dia
32	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.
33	100 mm dia
34	150 mm dia
35	200 mm dia
36	250 mm dia
37	300 mm dia
38	350 mm dia
39	400 mm dia
40	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.
41	Upto 600 mm dia
42	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.
43	Upto 600 mm dia
44	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 and18)
45	100 mm dia
46	125 mm dia
47	150 mm dia
48	200 mm dia
49	250 mm dia
50	300 mm dia
51	350 mm dia
52	400 mm dia
53	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:
54	100 mm dia
55	125 mm dia
56	150 mm dia
57	200 mm dia
58	250 mm dia
59	300 mm dia
60	350 mm dia
61	400 mm dia
62	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-
63	100 mm
64	125 mm
65	150 mm
66	200 mm
67	250 mm
68	300 mm
69	350 mm
70	400 mm
71	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-
72	40 mm dia
73	50 mm dia
74	80 mm dia
75	100 mm dia
76	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.
77	100 mm diameter Fire Hydrant Confirming to IS: 5290 (Flanged)
78	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.
79	80 mm dia PN-1.6
80	100 mm dia PN-1.6
81	125 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	For 400-450 mm dia pipe
91	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.
92	Upto 100 mm dia
93	From 125 to 200 mm dia
94	From 250 to 350 mm dia
95	From 400 to 500 mm dia
96	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.
97	For 100-150 mm dia pipe
98	For 200-250 mm dia pipe
99	For 300-350 mm dia pipe
100	For 400-450 mm dia pipe
101	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.
102	Upto 250 mm dia pipe
103	For 300-350 mm dia pipe
104	For 400-450 mm dia pipe
105	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.
106	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.
107	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.
108	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.
109	Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns
110	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.
111	Supply of all materials, labour, T&P etc and construction of R.C.C. Sump (M-30 Grade Concrete) of following capacities ( in kiloliters ) 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 pieces (including cost of materials) flooring 1.0 M wide plinth protection, 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.
112	150 KL
113	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.
114	500 KL
115	500 KL
116	650 KL
117	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
118	500 KL
119	500 KL
120	650 KL
121	Construction of Overhead tank at Babugarh of Capacity 900 KLincluding construction ofoffice below the Overhead tank all complete as per Technical Speicification, Drawing and as per the direction of Employers Representative.
122	Construction of Overhead tank at Jalkal office of Capacity 1100 KL including construction of Jalkal office below the Overhead tank all complete as per Technical Speicification, Drawing and as per the direction of Employers Representative.
123	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.
124	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.
125	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.
126	Construction ofPump House room with electrical & scada room at Sump location as per drawing and technical specification including civil, electrical, mechanical, instrumentation, plumbing etc.in all respect as directed by Employer\"s Representative.
127	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.
128	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.
129	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.
130	Construction of Internal road as per drawing and technical specification including all ancillary works.in all respect as directed by Employer\"s Representative.
131	Construction of Entrance Gate with pillarincluding all ancillary works. in all respect as directed by Employer\"s Representative.
132	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.
133	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.
134	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.
135	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.
136	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)
137	15 mm Connection
138	20 mm Connection
139	25 mm Connection
140	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)
141	15 mm dia
142	20 mm dia
143	25 mm dia
144	Sewerage system and anciallary works
145	Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Man-Holes, Gully Pits, Chambers etc. in soil including extra excavation below inverts, trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material with all leads from the center of trenches and cleaning of site properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels to 90 cm above shall be done by manually only.
146	Ordinary soil
147	0 to 1.5 m below G.L
148	1.5 to 3.0 m below G.L
149	3 to 4.5 m below G.L
150	4.5 to 6.0 m below G.L
151	6.0 to 7.5 m below G.L
152	Same as item no.58 but excavation in Soil mixed with morum,shingle & kankar etc. using of any specials T&P, if required.
153	0 to 1.5 m below G.L
154	1.5 to 3.0 m below G.L
155	3 to 4.5 m below G.L
156	4.5 to 6.0 m below G.L
157	6.0 to 7.5 m below G.L
158	Same as item no. 58, but excavation in Weatherd, Decomposed or Soft Rock by chiselling or by using of any specials T&P, if required including stacking of usefull materials within 50m.
159	0 to 1.5 m below G.L
160	1.5 to 3.0 m below G.L
161	3 to 4.5 m below G.L
162	4.5 to 6.0 m below G.L
163	6.0 to 7.5 m below G.L
164	Same as item no. 58 but excavation in Hard Rock by chiselling or by using of any specials T&P, if required including stacking of usefull materials within 50m.
165	0 to 1.5 m below G.L
166	1.5 to 3.0 m below G.L
167	3 to 4.5 m below G.L
168	4.5 to 6.0 m below G.L
169	6.0 to 7.5 m below G.L
170	Extra rates for quantities of works, executed In or under water and/or liquid mud, including cost of dewatering as required.
171	0 to 1.5 m below G.L
172	1.5 to 3.0 m below G.L
173	3 to 4.5 m below G.L
174	4.5 to 6.0 m below G.L
175	6.0 to 7.5 m below G.L
176	Soil mixed with morum,shingle & kankar etc
177	0 to 1.5 m below G.L
178	1.5 to 3.0 m below G.L
179	3 to 4.5 m below G.L
180	4.5 to 6.0 m below G.L
181	6.0 to 7.5 m below G.L
182	Weatherd, Decomposed or Soft Rock
183	0 to 1.5 m below G.L
184	1.5 to 3.0 m below G.L
185	3 to 4.5 m below G.L
186	4.5 to 6.0 m below G.L
187	6.0 to 7.5 m below G.L
188	Hard Rock
189	0 to 1.5 m below G.L
190	1.5 to 3.0 m below G.L
191	3 to 4.5 m below G.L
192	4.5 to 6.0 m below G.L
193	6.0 to 7.5 m below G.L
194	Extra rates for quantities of works, executed In or under foul position, including cost of dewatering asrequired
195	0 to 1.5 m below G.L
196	1.5 to 3.0 m below G.L
197	3 to 4.5 m below G.L
198	4.5 to 6.0 m below G.L
199	6.0 to 7.5 m below G.L
200	Soil mixed with morum,shingle & kankar etc
201	0 to 1.5 m below G.L
202	1.5 to 3.0 m below G.L
203	3 to 4.5 m below G.L
204	4.5 to 6.0 m below G.L
205	6.0 to 7.5 m below G.L
206	Weatherd, Decomposed or Soft Rock
207	0 to 1.5 m below G.L
208	1.5 to 3.0 m below G.L
209	3 to 4.5 m below G.L
210	4.5 to 6.0 m below G.L
211	6.0 to 7.5 m below G.L
212	Hard Rock
213	0 to 1.5 m below G.L
214	1.5 to 3.0 m below G.L
215	3 to 4.5 m below G.L
216	4.5 to 6.0 m below G.L
217	Filling of earth in trenches or in embankment by available earth within a distance of 50m 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.
218	Disposal of surplus exacavated soil with all leads & lifts at suitable disposal site as directed by Employers Representative
219	Disposal of surplus exacavated rock with all leads & lifts at suitable disposal site as directed by Employers Representative
220	Provide & fixing of Open Timbering (covering1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.
221	Depth upto 3 m below G.L
222	3 m to 6 m below G.L
223	Provide & fixing of Close Timbering in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.
224	Depth upto 3 m below G.L
225	3 m to 6 m below G.L
226	Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered).
227	Depth upto 1.5 m
228	Depth exceeding 1.5m but not exceeding 3.0m
229	Depth exceeding 3 m but not exceeding 4.5 m
230	Depth exceeding 4.5 m but not exceeding 6.0 m
231	Steel shoring in trenches including strutting , shoring and packing cavities where required complete including all material, labour, tools etc. with all lead and liftcomplete in all working conditions like subsoil, water etc. and as directed by the Employers Representative. (Measurement to be taken of the face area provided with shoring)
232	Depth upto 1.5 m
233	Depth exceeding 1.5m but not exceeding 3.0m
234	Depth exceeding 3 m but not exceeding 4.5 m
235	Depth exceeding 4.5 m but not exceeding 6.0m
236	Depth exceeding 6.0 m but not exceeding 7.5m
237	Steel shoring in Manhole,shafts, wells, cesspitsincluding strutting , shoring and packing cavities where required complete including all material, labour, tools etc. with all lead and liftcomplete in all working conditions like subsoil, water etc. and as directed by the Employers Representative. (Measurement to be taken of the face area provided with shoring)
238	Depth upto 1.5 m
239	Depth exceeding 1.5m but not exceeding 3.0m
240	Depth exceeding 3 m but not exceeding 4.5 m
241	Depth exceeding 4.5 m but not exceeding 6.0m
242	Provide & fixing of Close Timbering in trenches/Manholeto be left in trenches(used timbering)
243	Depth upto 3 m below G.L
244	3 m to 6 m below G.L
245	6 m to 9 m below G.L
246	Dewatering of water caused due to seepage of ground water and surface water due to 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 as per specification or as directed by Employers Representative
247	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 100mm 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 as directed by Employers Representative. (Note: measurement is to be done in linear basis)
248	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 as directed by Employers Representative. (Note: measurement is to be done in linear basis)
249	Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm 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 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing, specification ,direction of Employers 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 Employers 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).
250	Providing, Laying, jointing, testing, commissioning of HDPE Pipes for sewer lines conforming to IS:14333-1996 and laying and jointing as per IS:7634 (Part-II) as amended up to date using PE 100 grade raw material. The type of jointing shall be electrofusion welding to connect HDPE pipes and for metal pipes/specials flanged joints shall be used. Pipe joints shall be water tight. Rate shall include all taxes, duties, freight charges etc. complete as per specifications and as directed by the Employers Representative. HDPE Pipe - (PE 100) - PN6 class for following diameter of pipe etc complete in all respect as per the direction of Employer\"s Representative for the following-
251	225mm dia
252	250 mm dia
253	280 mm dia
254	355 mmdia
255	Supply,Laying,Jointing, testing & commissioning of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000).with internal cement mortar lining using High Alumina cement (HAC) etc. completein all respect as per the direction of Employer\"s Representative for the following-
256	400 mm dia
257	0 - 1.5 m depth
258	1.5 - 3 m depth
259	3 - 4.5 m depth
260	4.5-6.0 m depth
261	Supply,Laying,Jointing, testing & commissioning of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000).with internal cement mortar lining using High Alumina cement (HAC) etc. completein all respect as per the direction of Employer\"s Representative for the following-
262	600 mm dia
263	0 - 1.5 m depth
264	1.5 - 3 m depth
265	3 - 4.5 m depth
266	4.5-6.0 m depth
267	Installlation of HDPE product pipe by HDD methodfor on gravity sewer including preparing and setting up the plant & equipment, preparing new pipe work, making of entry & exit pit , installing new pipe workand commissioning system or making the system ready for commissioningby HDD operation including all related civil and mechanical worklike excavation , shoring/strutting etc, drilling, stringing,reaming and pulling back the new pipe work on the designed bore path alignment , proper disposal drilling fluid, and backfill of site after completion all inclusive as perspecification, design , drawing and as directed by Employers Representative.except the cost of the pipe.
268	Pipe dia between 110 mm & 225mm diain mixed strata
269	Pipe dia between 250 mm & 315 mm dia in mixed strata
270	Pipe dia between 355 mm & 450 mm dia in mixed strata
271	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.
272	Above 300 and upto 450 mm diain all type of Soil
273	Above 450 and upto 600 mm diain all type of Soil
274	Above 600 and upto 900 mm diain all type of Soil
275	Supply and Installation 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.
276	Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5 m and with all lead with back filling, watering, ramming of excavated earth in the trenches as per drawing and as directed by Employers Representative.
277	Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and with all lead with back filling, watering, ramming of excavated earth in the trenches as per drawing and as directed by Employers Representative.
278	Restoring/Realigning of existing utilities, lines directed by the Employers Representative irrespective of diameter, including all civil work, all type of pipe work, all type of specials & fittings, T&P etc. all complete require to restore in original condition as per the technical specification and as directed by Employer\"s Representative. Only one time measurement for same location shall be paid to the contractor.
279	Construction of brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size), 400 G polythene sheet below PCC,and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. Manhole Cover with Frame 560 mm dia (HD 20) as per IS 12592. including centering, shuttering all complete as per specification, design & drawing. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) with modular bricks
280	Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m.With modular bricks
281	Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) 400 G polythene sheet below PCC, and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finishedwith a floating coat of neat cement, all complete as per standard design :0.91 m deepwith 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of D400, hinged type (Anti theft )., fixed in reinforced cement concrete 1:1/2:3 (1 cement : 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :with modular bricks
282	Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m.with modular bricks
283	Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) ,400 G polythene sheet below PCC and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of D400, hinged type (Anti theft ), including centering, shuttering all complete as per specification, design & drawing. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) with modular bricks
284	Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :With modular bricks
285	Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size), 400 G polythene sheet below PCC and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 m deep 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of D400, hinged type (Anti theft ), including centering, shuttering all complete as per specification, design & drawing. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) with modular bricks
286	Extra depth for circular type manhole 1.52 m internal dia (at bottom) from 2.31 m upto 3.30 m :With modular bricks
287	Extra depth for circular type manhole 1.52 m internal dia (at bottom) from 3.31 m upto 4.30 m :With modular bricks
288	Extra depth for circular type manhole 1.52 m internal dia (at bottom) from 4.31 m upto 5.30 m :With modular bricks
289	Extra depth for circular type manhole 1.52 m internal dia (at bottom) from 5.31 m upto 6.30 m :With modular bricks
290	Extra depth for circular type manhole 1.52 m internal dia (at bottom) from 6.31 m upto 7.50 m :With modular bricks
291	Providing and constructing RCC circular manholeof various diameters and depths with RCC M 30 and as per drawing. RCC base over PCC M15 (1:2:4) bed, 400 G polythene sheet below PCC and RCC wall, preparation of channel and PCC M15 (1:2:4) benching, fixing of manhole frame& its cover,RCC-M20 cover slab of suitable thickness ,centering and shuttering, providing and fixingPVC encapsulated footsteps of approved make and quality, 560 mm Dia CO Ductile iron Manhole cover with frame D-400 , hinged type (Anti theft ),suitable connection of inlet and outlet pipes, curing ,testing of manholes (including the cost of manhole cover , frame & reinforcement steel ) complete as per specification and drawing and as directed by the Employers Representative. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
292	900mm internal diameterConcrete Manhole Type-A ofDepth start from910 mm
293	Extra depth for concret manhole Type A depth beyond 910 mm upto 1670 mm
294	1200mm internal diameterConcrete Manhole Type-B ofDepthstart below 1670 mm
295	Extra depth for concret manhole Type B depth beyond 1670 mm upto 2500 mm
296	1500mm internal diameterConcrete Manhole Type-C ofDepthstart below 2500 mm
297	Extra depth for concret manhole Type C depth beyond 2500 mm upto 5000 mm
298	1500mm internal diameterConcrete Manhole Type-D ofDepthstart below 5000 mm
299	Extra depth for concret manhole Type D depth beyond 5000 mm upto 7500 mm
300	Providing HDPE/DIpipesdrop connection externally for drop depth0.60 mdrop from branch sewer line to main sewer manhole or vise versa including inspection and cleaning eye, HDPE/DI drop pipe and bend encased around with cement concrete M15 with all form work, cutting holes in walls and making good with brick/ stone masonry work in cement sand mortar 1:4 plastered with cement sand mortar 1:3 with stiff cement mortar 1:1 around HDPE pipe in masonry wall, making required channels complete as per standard design and specifications and/ or as the directed by the Employers Representative
301	225 mm dia
302	250 mm dia
303	280 mm dia
304	355 mm dia
305	400 mm dia
306	600 mm dia
307	Extra for additional drop depth of HDPE/DIpipesdrop connection beyond 0.6 m complete as per standard specification and the direction of the Employers Representative
308	225 mm dia
309	250 mm dia
310	280 mm dia
311	355 mm dia
312	400 mm dia
313	600 mm dia
314	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.
315	Providing & laying Granular bedding with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing ,specification andas directed by Employers Representative
316	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). Used for pipe bedding at River & Nallah crossing
317	Providing and laying in position machine batched and machine mixed design mix M-25 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.(RCC arch bedding for encasing the pipe for river & Nallah crossing)
318	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.
319	Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m over all length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate , junction of vent shaft and concrete grouted with cement mortar 1: including making connection with sewer manhole with 150mm dia NP4 RCC pipe (IS 458-ammended upto date) as required including Type-A bedding complete as per standard design and finished with water proof cement of approved brand as per drawings and/or as directed by Employers Representative
320	Providing & applying 20 mm cement plaster finished with a floating coat of neat cement of mix (1 cement: 4 fine sand) including all labour & material, etc complete. :For External surface of Brick manhole or directed by Employer\"s Representative.
321	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
322	Supply & Fixing0.56 m Internal dia Anti-theft D.I. air-tight manhole cover with frame (Heavy duty minimum weight 80 kg.) with locking arrangement of material grade SG-500/7 as perIS 1865-1991 with grade designation c-250 as per EN-124 Ductile Iron, including testing and inspection as per guidelines of IS specifications , painting with sulphate resisting paint/ Bituminous paint.(Payment shall be made to the contractor on actual executed quantity basis and proportionately amount of SFRC manhole cover (with frame) shall be deducted from respective manhole). All as per technical specification, drawing and as directed by Employers Representative.
323	Providing and fixing in position 560 mm dia SFRC manhole cover and frame of approved quality.H D - 20 as per specification, drawing or as directed by Employers Representative.
324	Providing and fixing in position 560 mm dia SFRC manhole cover and frame of approved quality.EHD - 35as per specification, drawing or as directed by Employers Representative.
325	Providing & Laying Rubble/Stone Soling below PCC of Manhole in case of weak Soil Strata as per technical specification, design, drawing and as per the direction of Employers Representative.
326	Providing ,laying & jointing of sewer house service connection to individual housess from chamber inside the property to either road side chamber or street manhole .Works includes supply and delivery of plain ended with integral sockets plasticised polyvinylchloride (uPVC) Pipes with ISI mark intended for underground (buried)_ non pressure gravity sewer applications conforming to IS:15328:2003 with latest amendments for different sizes and stiffness classes as per specifications including identification of location of existing chamber / sleeve.The pipes may be joined using elastomeric sealing rings.The elastomeric sealing rings required for jointing of ring tight uPVC Pipes and shall in aacordance with one of the types (Type 1 to Type 6) of IS 5382. Including excavation (in water mud or under foul condition, dismantling of all type of roads like BT, CC, Stone, Paver blocks (all thickness and sizes), and floors likes kota stone, tile, manhole etc. Or any other type of floooring as per site condition, dewatering, refilling, compaction and disposal of surplus earth / unserviceable materials with all lead and lift at suitable disposal site as directed by Employers Representative. Making conncetion of drain or sewer line with existing manhole including breaking into and making good the walls, floors, with cement concrete. The uPVC specials like bends, tees, couplers,etc.) shall be provided as per site condition .All transportation,loading and unloading ,conveying to site,lowering ,laying and jointing of pipes, 75 mm thick sand/concretebedding all around the pipe ( 75 mm thk PCC is to be provided if cover above pipe is less than equal to 0.9 mtr and sand bedding is to be provided if cover above pipe is more than 0.9 mtr), as per drawing and specifications shall be inclusive complete the work in all respect and as per specification and as directed by the Employers Representative .The PVC resin shall be of grade 67 ER 092 for S16.5 series ,SDR 34,SN-8.(CC Floor restoration shall be paid saparately )
327	110 mm dia (Outer diameter)
328	160 mm dia (Outer diameter)
329	Providing ,laying & jointing of sewer house service connection to individual housess from chamber inside the property to either road side chamber or street manhole .Works includes supply and delivery of Foam core PVC Pipe with ISI mark intended for underground (buried)_ non pressure gravity sewer applications conforming to IS:16098 (Part 1) with latest amendments for different sizes and stiffness classes as per specifications including identification of location of existing chamber / sleeve.The pipes shall be fitted with rubber ring.The rubber ring shall be trouble-free watertight joint with allowance to thermal expansion / contraction. Including excavation (in water mud or under foul condition, dismantling of all type of roads like BT, CC, Stone, Paver blocks (all thickness and sizes), and floors likes kota stone, tile, manhole etc. Or any other type of floooring as per site condition, dewatering, refilling, compaction and disposal of surplus earth / unserviceable materials with all lead and lift at suitable disposal site as directed by Employers Representative. Making conncetion of drain or sewer line with existing manhole including breaking into and making good the walls, floors, with cement concrete. The specials like bends, tees, couplers,etc.) shall be provided as per site condition .All transportation,loading and unloading ,conveying to site,lowering ,laying and jointing of pipes, 75 mm thick sand/concretebedding all around the pipe ( 75 mm thk PCC is to be provided if cover above pipe is less than equal to 0.9 mtr and sand bedding is to be provided if cover above pipe is more than 0.9 mtr) as per drawing and specifications shall be inclusive complete the work in all respect and as per specification and as directed by the Employers Representative .The Stifness class shall be ,SDR 34,SN-8.(CC Floor restoration shall be paid saparately )
330	110 mm dia (Outer diameter)
331	160 mm dia (Outer diameter)
332	Construction of chamber in side the premises of individual houses with clear inside opening of 300*300 mm (Inside Property)having depth as per site condition with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls, 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand )and bed concrete ,PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick,400 G polythene sheet below PCC & benching of as per drawing with DI (MD-10) cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Employers Representative. (for HSC )
333	Construction of chamber out side the premises of individual houses with clear inside opening of 400*400 mm (Outside property) having depth upto 750 mm230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete , 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand )and PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick ,400 G polythene sheet below PCC & benching of as per drawing with precast (EHD-35)cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Employers Representative.
334	Supply & Fixing450 mm square shapechamber cover with frame (Medium duty minimum weight 10 kg.) with locking arrangement of material grade SG-500/7 as perIS 1865-1991 with grade designation c-250 as per EN-124 Ductile Iron, including testing and inspection as per guidelines of IS specifications , painting with sulphate resisting paint/ Bituminous paint.( Payment shall be made to the contractor on actual executed quantity basis and proportionately amount of pre-cast rcccover (with frame) shall be deducted from respective chamber ). All as per technical specification, drawing and as directed by Employers Representative.
335	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.M D - 10.Square shape 450 mm internal dimension
336	Supply,Installation,Testing, commissioning of PolyPropylene (PP)inspection chamber with heavy duty frame & coverwith risers as per the site condition as per relevant Standard acceptable to the Employer including earth work, cement concrete in 1:3:6 in foundation & sides etc complete as per the direction of Employer\"s Representative.-
337	450mm Internal Diameter and depth upto 450 mm
338	Same as Item no 120 & 120.1but extra for over depth beyound 450 mm
339	Construction of Septic Tank including earth work, PCC work, Brick work, plastering, RCC work, steel reinforcement, plumbing etc all as per drawing & technical specification . of the following sizes
340	2.5 m x 1.0 m x 1.0 m
341	3.2 m x 1.3 m x 1.0 m
342	5.0 m x 2.0 m x 1.0 m
343	7.5 m x 3.0 m x 1.8 m
344	10m x 4.0 m x 1.8 m
345	Construction of Soak pitincluding earth work, PCC work, Brick work, plastering, RCC work, steel reinforcement, plumbing, filled with brick bat/ stone aggregateetc all as per drawing & technical specification . of the following Sizes
346	1.0 m ID and 2.0 m depth
347	1.5 m ID and 3.0 m depth
348	2.5 m ID and 3.5 m depth
349	4.0 m ID and 4.8 m depth
350	5.0 m ID and 8.0 m depth
351	Collection of septage from house hold and conveyanceto Co-treatment facility at STP and safe disposalinto STP for further treatment conforming to the relevelent service levels including all necessaryactivities and obligation as necessary for suction of septage from septic tanks , house service connection chambers,management of septage collection, conveyance, disposal management, all administrativetasksandallservices etc.,aswellascostofmanagement,wages, incentives, operations, maintenance, spares, administration, equipment, transport, operation of septage cleaning equipment for cleaning of septic tank by usingSuction Machine includingallnecessarypreventiveandreactive maintenance of all civil, mechanical, electrical and instrumentation units, administration, transport, communications, management information systems, reporting, including cost of all wages, chemicals, Fuel , consumables, administration, transport, spares, insuranceetc., complete as per the direction of Employers Representative.
352	Construction of chamber in side the premises of individual houses with clear inside opening of 300*300 mm having depth as per site condition with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls, 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand )and bed concrete ,PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with DI (MD-10)cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions ofEmployers Representative.
353	Construction of chamber out side the premises of individual houses with clear inside opening of 400*400 mm having depth upto 750 mm230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete , 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand )and PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with precast (EHD-35)cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Employers Representaive
354	Construction of brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. Manhole Cover with Frame 560 mm dia (HD 20) as per IS 12592. including centering, shuttering all complete. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) :With Modular Bricks
355	Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m. with modular bricks
356	Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of D400, hinged type (Anti theft ), including centering, shuttering all complete. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately)
357	Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :with modular bricks
358	Road Cutting, Restoration & miscellaneous works
359	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.
360	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-
361	By Manual Means
362	By Mechanical Means
363	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.
364	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.
365	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)
366	Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
367	Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
368	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.
369	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.
370	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.
371	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.
372	By ManualMeans
373	By Mechanical means
374	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.
375	By ManualMeans
376	By Mechanical means
377	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.
378	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.
379	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 upto a lead of 1000 m laid 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.
380	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.
381	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.
382	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.
383	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.
384	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.
385	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, as per drawing and as per direction of Employer\"s Representative. - All work up to plinth level :
386	M-15 Cement Concrete
387	M-10 Cement Concrete
388	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.
389	Providing and laying in position bitumen hot sealing compound for expansion joints etc including 5 cm depth and 1.5 cm width.Using grade ‘A’ sealing compound.including saw cutting for filling material. as per drawing and as per direction of Employer\"s Representative.
390	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.
391	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.
392	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.
393	Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete using Concrete Mixer as per specification, design, drawing and as per the direction of Employers Representative.
394	Supply and fixing of MS delineators 1000 mm long , having a diameter of 75 mm and thickness 4mm and having atleast 3 different colour strips of 75 mm wide Type IV retroreflective tape around the black painted pole attached with 150 mm x 25 mm x 6 mm MS flats welded at bottom to be fixed in M15 concrete base as directed by the Employers Representative. as per IRC: 79 (Recommended Practice for Road Delineators) and Clause no. 806 of MORTH specifications. as per drawing and as per direction of Employer\"s Representative.
395	Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer.as per drawing and as per direction of Employer\"s Representative.
396	Providing and fixing of corrosion resistant 2mm thick Type IV retroreflective cautionary, mandatory, informatory sign board with 7 year warranty as per IRC:67, made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, issued in original by retro-reflective sheeting manufacturer having operations in India by their indian subsidary. (Clause No. 801 of MORTH),as per drawing and as per direction of Employer\"s Representative.
397	800 x 600 mm Rectangle
398	600 x 450 mm Rectangle
399	900mm high Octagon
400	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) as per drawing and as per direction of Employer\"s Representative.
401	Provision of rumble strips of premix bituminous carpet, 25 mm high at centre, 300 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.as per drawing and as per direction of Employer\"s Representative.
402	Providing & fixing Plastic speed breaker (rumble strip)in Yellow and black colour ofsize 250 mm X350 mm x75 mmincluding all fixing material like nut,bolt etc.as per drawing and as per direction of Employer\"s Representative.
403	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.
404	In cement mortar
405	Providing and laying of dry stone solingcomplete as per drawings and technical specifications Clause 1303.3,as per drawing and as per direction of Employer\"s Representative.
406	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.
407	Excavating, supplying and filling of local earth (including royalty) by mechanical transport with all lead also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete with all lead as per drawing and as per direction of Employer\"s Representative.
408	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.
409	Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Employers Representative. 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.
410	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smoothall complete as per the direction of Employers Representative.
411	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) as per drawing and as per direction of Employer\"s Representative.
412	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
413	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth with all leadand lift upto 1.5 m, as directed by Employers Representative.All kinds of soil
414	upto 1.5 mtr depth
415	above 1.5 mtr- upto 3.0 mtr depth
416	above 3.0 mtr- upto 4.5 mtr depth
417	above 4.5 mtr- upto 6.0 mtr depth
418	above 6.0 mtr- upto 7.5 mtr depth
419	Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specification
420	Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
421	Battery back up & wireless type level transmitters-providing, installation, testing and commissioning oflevel transmitterwith : transmitter output :gsm + data logger sensor material :ppinstrument range : 8m process connection :4\" integral flangematerial of construction of flange :pppower supply :internal installed battery cable entry :two pin circular pg11connectornodata logger
422	Supply, Installation, Testing & commissioning of Socket & spoigot jointed uPVC Pipe SN -8of 110 mm diaincluding breaking of floor, PCC, excavation, backfilling, disposal of debris etc omplete as per drawing and as per direction of Employer\"s Representative.for rain water
423	Construction of chamber in side the premises of individual houses with clear inside opening of 300*300 mm having depth as per site condition with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls, 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand )and bed concrete ,PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with DI (MD-10) cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Employers Representative. ( rain water)
424	Cleaning of exisitng soak pit including removal of any unwanted material such as mud, sludge etc and disinfecting the same etc complete all as per the direction of Employers Representative.
425	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth with all lead and lift upto 1.5 m, as directed by Employers Representative.
426	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
427	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
428	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.
429	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
430	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.
431	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
432	Turfing lawns with fine grassing including ploughing, dressing including breaking ofclods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart,including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm) as per Technical specifications or as directed by Employers Representative.
433	Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart) as per Technical specifications or as directed by Employers Representative.
434	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants as per Technical specifications or as directed by Employers Representative.)
435	Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respectsas per drawing and Technical specifications or as directed by Employers Representative.)
436	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing ,Technical specification, or as directed by Employers Representative
437	Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications or as directed by Employers Representative.Stone/Boulder
438	Providing and laying in position machine batched and machine mixed design mix M-30 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.
439	Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm.(The work includes filling boulders in the gabions).
440	Dismantling of Exsiting Overhead tank including disposal of dismantled material as per direction of Employers Representative.
441	Ambient Air Quality
442	Noise Quality
443	Ground water Testing
444	Surface water Testing
445	Electrical Works
446	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.
447	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 RepresentativeElectrolytic grade Aluminium bus bar 6010 grade
448	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.
449	C T Class 1, Ratio 200/5 to 300/5, Burden 10 VA
450	CT Class 1, Ratio 400/5 to 1200/5, Burden 15 VA
451	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.
452	Multifunction LCD meter with V,A,F,PF,KW,KVA, old energy memory, class 1 accuracy without RS485 port.
453	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.
454	Luminous type Red , Yellow, Green, Amber
455	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.
456	Red/yellow/Green/Amber colour
457	Blue Colour
458	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.
459	Digital type
460	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.
461	Digital type Confirming to IEC 62053-21, Below 500 A
462	Digital type Confirming to IEC 62053-21, Above 500 A
463	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.
464	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.
465	LV APFC Panel:Supply, installation, testing & commissioning LV APFC panel consisting of required capacitor banks for continuous duty to improve P.F. 0.85 to 0.99 in required steps enclosed in dust & vermin proof compartment, indoor type, fabricated from CRCA sheet steel with minimum thickness of 3 mm for base frame / channel / gland plates, 2.0 mm for load bearing members / doors & 1.6 mm for internal partitions, minimum degree of protection - IP 42, busbar chamber, required size of Al bus bar/ terminals, minimum 10 stage APFC relay, metering, indicating lamps, push buttons, with detuned reactor complete as per IS: 16636-2017 with latest amendment & detailed technical specification and data sheet as under.
466	Upto 50 Kvar capacity: APFC panel consisting following items-a. 125A, 50 kA for 1 Sec, TP, TM based MCCB based spreader terminals & rotary handle.b. 0-125 analogue ammeter of 96 X 96 mm size with selector switch.c. 3 nos 125/5A, 10VA, CL-1.0, cast resin type current transformer.d. Suitable rating MCCB/MCB & contractorfor each capacitor bank.e. Suitable rating APP type capacitor bank (vacuum impregnated with non-PCB/ Non-toxic oil. Internally delta connected with built in internal fuses complete with discharge resistances & thermal cover). Of approved make in required steps with well suited detuned reactor is placed in series with each capacitor step. (e.g. 50 kvar capacity will be provided in steps of 2 nos X 5 kvar, 2 nos X 7.5 kvar & 2 nos x 12.5 kvar).f. Enclosure dimension: 1600 (H) X 1150 (W) X 600 (D)
467	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. as per Relavent IS specification for 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 compatibility, 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 accredited lab type test certificate before execution & complete in all respect as per specification, design, drawing & as directed by Employer Representative. With Microprocessor based release
468	250 Amp , 35 kA, adjustable O/L & Adjustable S/C setting, Ics = 100 % Icu
469	400 Amp ,50 kA, adjustable O/L & adjustable S/C setting, Ics = 100 % Icu
470	630 Amp , 50 kA, adjustable O/L & adjustable S/C setting, Ics = 100 % Icu
471	Outgoing- SITC 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 settings as per PWD specification for electrical Works, conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, 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 Thermal Magnetic release
472	up to 100 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
473	125 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
474	200 Amp , 35 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
475	250 Amp , 35 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
476	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, as per PWD specification 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.
477	4P, 6-32 A
478	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.
479	30 KW
480	45 KW
481	75 KW
482	90 KW
483	Supply & Fixing of Star delta Starter with MCB, Main and Aux Contactor, O/L Relay, L/R Selector Switch,3 Indicating lamps, Start-Stop Push Button ,Control MCB with panel with all accessories with following rating &complete in all respect as per specification, design, drawing & as directed by Employer Representative.
484	18.5 KW
485	15 KW
486	Upto 3.7 KW DOL Starter Feeder with MCB, Main and Aux Contactor, O/L Relay, L/R Selector Switch,3 Indicating lamps, Start-Stop Push Button ,Control MCB Size : 600 (W) x 400 (H) x 600 (D)complete in all respect as per specification, design, drawing & as directed by Employer Representative.
487	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 byEmployers Representative during site visit and ensure to enter in measurement book.Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
488	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.
489	50mm x 6mm copper strip
490	50mm x 6mm G.I. ( Hot Dipped ) Strip
491	25mm x 6mm G.I. ( Hot Dipped ) Strip
492	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.Complete 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
493	160 KVA
494	250 KVA with Off -LTC (+5% to - 10% @ 2.5%)
495	315 KVA with Off -LTC (+5% to - 10% @ 2.5%)
496	Supply & Installation of D.P. Structure With AIR BREAK SWITCH having following specifications:- All as per pre approved by Employer Repersentative & complete in all respectDP : 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 insulatorsLA: 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’
497	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,HA. 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 centigradeD. 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. All as per pre approved by Employer Repersentative & complete in all respect.
498	125 KVA at 0.8 pf 415V 50Hz 3-?
499	160 KVA at 0.8 pf 415V 50Hz 3-?
500	250 KVA at 0.8 pf 415V 50Hz 3-?
501	300 KVA at 0.8 pf 415V 50Hz 3-?
502	320 KVA at 0.8 pf 415V 50Hz 3-?
503	Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification 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.
504	3.5C, 150 Sqmm
505	3.5C, 185 Sqmm
506	3.5C, 500 Sqmm
507	3C, 4 sqmm
508	3C, 6 sqmm
509	3C, 10 sqmm
510	3C, 25 sqmm
511	3C, 35 sqmm
512	3C, 95 sqmm
513	Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification 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.
514	3C, 120 sqmm
515	Providing& Laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required
516	16.0 Sq.mm 3 core flat
517	25.0 Sq.mm 3 core flat
518	35.0 Sq.mm 3 core flat
519	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 as per PWD specification 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.
520	3.5C, 150 Sqmm
521	3.5C, 185 Sqmm
522	3.5C, 500 Sqmm
523	3C, 4 sqmm
524	3C, 6 sqmm
525	3C, 10 sqmm
526	3C, 25 sqmm
527	3C, 35 sqmm
528	3C, 95 sqmm
529	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 as per PWD specification 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.
530	3C, 120 sqmm
531	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.
532	Light Point/Fan Points ,Medium point -exceeding 3 m. but not exceeding 6 m. in length.
533	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..)
534	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
535	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.
536	4x2.5 Sq.mm.
537	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
538	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, 18SWG 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
539	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.
540	Supplying and fixing as per specification Caution / Danger Board asof approved make & design with necessary material complete. Large Size
541	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.
542	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.
543	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)
544	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)
545	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.
546	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
547	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
548	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.
549	Mechanical Works
550	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.
551	Subermersible Pump Working EXISTING TW 1 -1000LPMAT OHT PREMISES(REPLACEMENT) ,PUMP CAPACITY 1000 LPM ,HEAD115 M
552	Store StandbyPUMP CAPACITY 1000 LPM ,HEAD115 M
553	Subermersible Pump Working EXISTING TW 2 -800LPMAT OHT PREMISES(REPLACEMENT) ,PUMP CAPACITY 1000 LPM ,HEAD105 M
554	Store StandbyPUMP CAPACITY 800 LPM ,HEAD105 M
555	Subermersible Pump Working PROPOSED TW 2- 1800 LPM AT OHT PREMISES (NEW) ,PUMP CAPACITY 1800 LPM ,HEAD115 M
556	Store StandbyPUMP CAPACITY 1800 LPM ,HEAD115 M
557	Subermersible Pump Working PROPOSED TW 3- 1800 LPM AT ITI (NEW) ,PUMP CAPACITY 1800 LPM ,HEAD95 M
558	Store StandbyPUMP CAPACITY 1800 LPM ,HEAD95 M
559	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.
560	Subermersible Pump Working PROPOSED TW 4- 1800 LPM AT OHT PREMISES(NEW) ,PUMP CAPACITY 1800 LPM ,HEAD120 M
561	Store StandbyPUMP CAPACITY 1800 LPM ,HEAD120 M
562	Subermersible Pump Working PROPOSED TW 1- 2000 LPM AT BUS STAND (NEW) ,PUMP CAPACITY 1800 LPM ,HEAD95 M
563	Store StandbyPUMP CAPACITY 2000 LPM ,HEAD95 M
564	Subermersible Pump Working PROPOSED TW 5- 1500 LPM AT OHT PREMISES(NEW) ,PUMP CAPACITY 1500 LPM ,HEAD120 M
565	Store StandbyPUMP CAPACITY 1500 LPM ,HEAD120 M
566	Subermersible Pump Working EXISTING TW 3- 2200LPMAT OHT PREMISES - (REPLACEMENT) ,PUMP CAPACITY 2200 LPM ,HEAD105 M
567	Store StandbyPUMP CAPACITY 2200 LPM ,HEAD105 M
568	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.
569	Subermersible Pump Working PROPOSED TW 7- 1800 LPM AT OHT PREMISES(NEW) ,PUMP CAPACITY 1000 LPM ,HEAD115 M
570	Store StandbyPUMP CAPACITY 1800 LPM ,HEAD115 M
571	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.
572	HSC Pump Working+StandByHSC Pump FOR JAL KAL OFFICE OHT AT ITI(NEW) ,PUMP CAPACITY 1600 LPM ,HEAD35 M
573	HSC Pump Working+StandByHSC Pump FOR ENFIELD TIKONA OHT P AT ITI(NEW) ,PUMP CAPACITY 200 LPM ,HEAD35 M
574	HSC Pump Working+StandByHSC Pump FOR BABUGARH OHT AT BUS STAND (NEW) ,PUMP CAPACITY 1000 LPM ,HEAD35 M
575	HSC Pump Working+StandByHSC Pump FOR LUXMANPUR OHT AT BUS STAND (NEW) ,PUMP CAPACITY 1000 LPM ,HEAD40 M
576	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
577	Supply, installation, testing and commissioning of Mono Rail Chain Pulley Block suitable for lift up to 9m with chain 9m pulley block and traveling trolley for Pumping Stations excluding cost of girder all complete as per Technical Specifications , Drawing & as directed by Employer\"s Representative.Capacity - 3 Ton
578	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
579	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
580	100mm
581	150mm
582	200mm
583	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).
584	Colomn pipe (Flanged/Screwed)
585	90 Degree Bend
586	AF Tee
587	DF Pipe
588	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 and as per direction of Employer\"s Representative.
589	100mm
590	150mm
591	200mm
592	SCADA & INSTRUMENTATION WORKS
593	Automation system work for entire local & remote equipment / instrument communicable with all iRTU/PLC Panel, field Instruments of all DMA areas of entire Package-1 scope of work (will be further able to Intrigate with Centralised Control Center of Haldwani Adminstrative Building ) will be Located at WTP SHEETLAHAT for controlling all exesting and proposed system of Tubewell, 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
594	CENTRALISED REDUNDANT PROCESSORPLC / iRTU Station GIS based Communication,aLL field Instrument & Radio frequency based AMR Meter communiation
595	FORDICHANNEL-Card with 16 channel & with base channels
596	FORDOCHANNEL-Card with 16 channel & with base channel
597	RELAY CARD -with8 channels
598	AICHANNEL - card with8 channels & with base channels
599	AO CHANNEL- card with4 channels & with base channels
600	SCADA Software & Centralised Cloud Based System, Data Aciquisition & Remote Monitring etc.
601	Programming Software
602	Communication Card With Cable
603	Automation system work for entire local & remote equipment / instrument communicable with all iRTU/PLC Panel, field Instruments of all DMA areas of entire Package-1 scope of work (will be further able to Intrigate with Centralised Control Center of Haldwani Adminstrative Building ) will be Located at WTP SHEETLAHAT for controlling all exesting and proposed system of Tubewell, 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
604	System Cabinet/ Panel
605	24V Dc Power Supply Redundant
606	Remote I/O Panel
607	Server
608	Marshalling Panel
609	Hardware Switchgear Lot
610	Computer-32\"LED–Engg. Stn.1No .& Operating Stn-2 Nos.. Total -2 Nos..
611	CommonDeskTop for Centralised SCADA Center
612	Lazer Printer-A4- Colour
613	Automation system work for entire local & remote equipment / instrument communicable with all iRTU/PLC Panel, field Instruments of all DMA areas of entire Package-1 scope of work (will be further able to Intrigate with Centralised Control Center of Haldwani Adminstrative Building ) will be Located at WTP SHEETLAHAT for controlling all exesting and proposed system of Tubewell, 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
614	Printer
615	Aux. Contactor-Lot
616	Furniture Set
617	Air Conditioner-1.5 T
618	UPS-Redundant 2Kva, 150 AH*2 Battery Unit, Backup For 3 Hours Backup
619	Remote Data Transer set GSM/GPRS Modem -Wireless At Sending / Receiving End
620	Fibre Optic CableRemote I/O Panel-Lot
621	Converter For Foc
622	PLC / i RTU Panel with HMI at each TW Location, 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
623	REDUNDANT PROCESSORwithrespective I/O\"s capacity with 10” HMI
624	FORDICHANNEL-Card with 32 channel & with base channels
625	FORDOCHANNEL-Card with 32 channel & with base channel
626	RELAY CARD -with16 channels
627	AICHANNEL - card with16 channels & with base channels
628	AO CHANNEL- card with16 channels & with base channels
629	HMI with ProgrammingSoftware
630	Communication Card With Cable
631	System Cabinet/ Panel
632	PLC / i RTU Panel with HMI at each TW Location, 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
633	Power Supply Redundant
634	Hardware & Software Development–Lot
635	Remote Data Transfer GSM/GPRS Modem -Wireless At Sending / Receiving End With Dual Sim
636	UPS- 2 Kva with 150 AH*2 Battery Unit, Backup For 3 Hours for all RTU Panel Location
637	UPS-500vA Kva with Battery Unit With 2 hour Backup for all OHTLocation
638	UPS-500vA Kva with Battery Unit With 2 hour Backup for all DMALocation
639	Billing Center Accessories Near to respective Pump House area
640	CommonDeskTop for Billing Center
641	Printer
642	Furniture Set
643	Online payment SWAP Machine
644	ELECTROMEGNATIC FLOW TRANSMITTER ATTW DISCHARGE & HSC PUMP DISCHARGE.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 For rising main, Sump/ GSLR discharge With 4-20mA Signal communication and Local display
645	DN100 mm
646	DN150 mm
647	DN200 mm
648	ELECTROMEGNATIC FLOW TRANSMITTER ATOHT DISCHARGE, GSLR 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
649	DN200 mm
650	DN300 mm
651	DN350 mm
652	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
653	15mm AMR Water Meter
654	20 mm AMRWater Meter
655	25 mm AMR Water Meter
656	HYDROSTATIC LEVELTRANSMITTER FOR EACH TW LOCATIONLEVEL TRANSMITTERS- HYDROSTATIC/PIZO TYPE WITH LCD SCREEN WITH 4-20 MA COMMUNICATION
657	Providing, Installation Testing AndCommissioning Of Hydrostatic LevelTransmitter: Principle : Pizoelectric Sensor Dia less than 1inch,Power Supply: 24 V DC /Output: 4- 20 mA with microprocessor based IP 68 Display For automation & communication
658	PRESURE TRANSMITTER AT DISCHARGE OF SUBMERSIBLE PUMP+ DISCHARGE OF HSC PUMP PRESSURE TRANSMITTERS WITH LOCAL DISPLAY- FOR ONLINE PRESSURE MEASUREMENT
659	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 commuication IP 68
660	LEVELTRANSMITTER FOR SUMP LEVEL TRANSMITTERS- ULTRASONIC TYPE WITH 4-20MA COMMUNICATION/ RTU/SCADA INTEGRATED
661	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
662	LEVELTRANSMITTER FOROHT & GSLR LEVEL TRANSMITTERS- ULTRASONIC TYPE WITH DATA LOGER & RTU/SCADA INTEGRATED
663	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: Localy Display with IP 68
664	AUTOMATIC CHLORINE DOSING SYSTEM AT EACH TUBEWELL LOCATION WITH HOOTER & LCP
665	Providing, Installation Testing AndCommissioning Of Automatic chlorine dosing system: Principle : Time Of Flight Electronic Dosing Pump with LCD disply, 4-20 MA communication with Chlorine Analyser, eable with proportional dosing (1W&1S) unit :with Process Connection, with motorised valve at Common discharge & NRV
666	FLOAT & BOARD LEVEL GAUGE AT EACH OHT & GLSR FOR WATER LEVEL INDICATION
667	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
668	ONLINE pHANALYSER WITH LOCAL DISPLAY: WITH DATA LOGER WITH iRTU/PLC/SCADA INTEGRATED
669	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
670	ONLINE TURBIDITY & CHLORINE ANALYSER WITH LOCAL DISPLAY:WITH iRTU/PLC/SCADA INTEGRATED AT EACH OHT LOCATION FOR ONLINE WATER QUALITY MONITRING
671	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
672	ONLINE CHLORINE ANALYSER WITH LOCAL DISPLAY FOR WATER QUALITY MEASUREMENT IN EACH DMA :WITH DATA LOGER WITH RTU/SCADA INTEGRATED
673	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
674	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 handel), for the following-ELECTRICALLY OPERATED ON OFF SLUICE VALVE WITH MANUAL OPERATING HANDELAT DISCHARGE OF TW & HSC PUMP REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND
675	DN100 mm
676	DN150 mm
677	DN200 mm
678	DN250 mm
679	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 handel), for the following-ELECTRICALLY OPERATED FLOW CONTROL SLUICE VALVE WITH MANUAL OPERATING HANDEL FOR DMA INLET LINE, OHT & GLSR DISCHARGEREMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND
680	DN200 mm
681	DN300 mm
682	DN350 mm
683	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 handel), for the following-ELECTRICALLY OPERATED FLOW CONTROL SLUICE VALVE FOR INSTALLATION INSIDE DMAREMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND
684	DN100 mm
685	DN150 mm
686	DN200 mm
687	DN250 mm
688	DN300 mm
689	DN350 mm
690	LCP/SWITCH BOARD FOR 3 PHASE/SINGLE PHASE ELECTRICAL POWER CONNECTION FOR FCV LOCAL POWER SUPPLY
691	Metallic Box (100x100x60mm)
692	Power wiring
693	Switch Fuse unit 32 A
694	MCB 32 Amp
695	Enclosure for MCB
696	Danger Board (Large)
697	Switch-10A
698	Socket-10A
699	Pipe Earthing As Per Is:3043 With Perforated 3.0 Mtr. Long, 40 Media. \" 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
700	Supply& LayingOf Following Size Earth Wire/Strip In Horizontal Or Vertical Run In Ground / Surface/ Recess Including Riveting, Ssoldering,Saddles,Making Connection Etc. As Required.
701	25X3 mm GI / Cu Strip
702	8mm GIWires
703	12 SWG Wire ForInstrument
704	ELECTRONIC EARTH PITSAS PER INDIAN STANDARS Nos.. WITH 1CX16SQMM AL CABLEOF 20MFOR ITS CONNECTION TO PIT
705	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
706	Schedule-3 STP and Its ancillary works
707	Civil and Building Works (Including Foundation)PROCESS UNITSFor TSPSCoarse Screens including inlet and outlet channels, Wetwell, valve room, panel roomFOR STPInlet chamber, Fine Screens and Grit chambers including inlet and outlet channels, Parshal flume channel, Anoxic and SBR Basins, Disc Filtration system (if applicable) Chlorine Contact Tank including mixing tank, inlet and outlet chambers, Sludge collection tank, Gravity sludge thickener, Thickened sludge collection tank, Septage co-treatment, Treated water tank for reuse applicationBUILDINGSProcess Air Blower building , Chlorine building, Thickener feed pumping station, Thickened sludge pumping station, Centrifuge Building Plant Water Pump Station, SUBSTATION FOR STP & SPS, Sub Station area, RMU Room applicable for STP & TSPS, PMCC Room / Switch gear room seprate for STP & TSPS, MCC Room seprate for Air Blower , Open Transformer yard applicable for STP & TSPS, Open DG Yard applicable for STP & TSPS, UTILITY BUILDING, Administration Cum Laboratory Building & SCADA building, Interconnecting channels and pipes,overflow, bypass arrangement, OTHER UTILITIES, Site Development, Roads & Drains , Horticulture & Landscaping, Tree PlantationFurniture & Lab Equipment, Boundary Wall with gate
708	Mechanical Systems Installation, testing and commissioning of Mechanical equipments at STP and TSPS with following equipments as per scope, specification and drawings. For TSPSInlet chamber , Sluice Gates , Coarse Screen Channel , Inlet & Outlet sluice gates, Mechanical Coarse Screens, Belt Conveyor, CompactorHandling Equipment, Wet well Non Clog Submersible Pumps, Valves, Piping including dismantling Joints, Monorail Hoists / EOT CranesOdur control systemFor STPInlet chamber , Sluice Gates , Fine Screen Channel , Inlet & Outlet sluice gates, Mechanical Fine Screens, Belt Conveyor, Compactor, Handling Equipment, Odur control system, Degritting Chamber, Detritor with complete scraping mechanism, Rake / ScrewClassifier , Organic return pump , Accessories-Anoxic and SBR Basins , Inlet & Outlet sluice gates , Submersible Mixer for Anoxic Basin and complete accessories, Fine Bubble Diffuser Aeration system complete with Pipe Grid and accessories, Secondary Clarifier/SBR Decanter with scum guard & all accessories, Disc filters , Process Air Blowers with suction & Discharge Silencers, Filters, Acoustic Hood, Piping with Valves and accessories all complete, RAS Pumps & SAS Pumps Valves and Piping etc., SAS Pumps Valves and Piping etc., Valves and Piping etc. including dismantling joints, EOT Cranes and Hoists, Jib Cranes and Accessories, Alum dosing systems, storage tanks and pipeworkChlorination System, Chlorine storage equipment, Chlorinators, chlorine pipework, dosing system, leak detection,scrubber, ventilation, booting pumps, caustic handling pumps and accessories, Safety Equipment, EOT Cranes, Lifting Beam and Accessories, Motive water Pumps, valves and Piping with fittings, Sludge Storage, Thickening, Treatment & Disposal, Polyelectrolyte dosing systems, storage tanks and pipeworkContinuous thickeners, bridge, picket fence, scraper, thickener feed pumps and pipework, protection devices., Thickener Supernatant return system , Thickened sludge feed pump , stirrer , Dewatering Equipment (centrifuge/Multiplate screw press) and solid waste handling system, Filtrate Discharge Pumping system, Ventilation system, EOT Crane & Hoists and Accessories, Service Water System , Pumps, Valves ,piping and fittings, Wastewater and Sludge Sampling, Septage co-treatmentScreening Channel , Inlet & Outlet sluice gates, Mechanical Coarse& Fine Screens, Belt Conveyor, Compactor, Handling Equipment, Odur control system, Equalization cum homogeneous tank , Sludge Feed Pumps, Valves , Piping etc. including dismantling joints, Handling Equipment/HOT, Monorail, Dewatering Equipment (centrifuge/Multiplate screw press) and solid waste handling system, Filtrate Discharge Pumping system, Ventilation system, EOT Crane & Hoists and Accessories, Centrate feed pumps to process tanks with valves & piping.
709	Electrical SystemsInstallation, testing and commissioning of Electrical equipments at Substation buildingat STP with following equipment as per scope, specification and drawings.Double Pole Structure with LA, fuse protection & earthing, 11kV RMU with PLC compaitable, 11kV / 0.433kV Transformers & OLTC Panel with PLC compaitable, 415V Capacitor banks with Automatic Power Factor Correction Relay with PLC compaitable, 0.415kV Diesel Generator Sets completewith AMF Control Panel with PLC compaitable& Acoustic Enclosure at Substation , 415V metal enclosed switchboard PMCC with PLC compaitable, DP Structure with necessary allied structure and accessories for STP & TSPS., Installation, testing and commissioning of Motor Control Centres , APFC, Distribution boardsetc at various locations in STP & TSPSwith followingequipment ,itemsas per scope, specification and drawings. , Raw Sewage Pump House MCC with PLC compaitable, Air Blower MCC with PLC compaitable, Aeriation Basin MCC with PLC compaitable, Mixer MCC with PLC compaitable, Sludge Handling System MCC with PLC compaitable, Centrifuge Building MCC with PLC compaitable, Chemical Building MCC with PLC compaitable, Treated Water MCC with PLC compaitable, Electrical Hoist PanelInstrumentation DB with PLC compaitable, Acturator DB with PLC compaitable, Main Lighting DB, LocalPush Button Stations with PLC compaitable, Variable Frequency Drives with PLC compaitable, Local Control Panel With DOL / Star Delta Starter with PLC compaitableUPS and Battery Panel with PLC compaitable, Installation, testing and commissioning of Lighting System at STP & TSPS with following equipment, itemsas per scope, specification and drawings. Lighting Fixtures, Lighting panels, Switchboards ,Receptacles, PowerPlug & Sockets, Switches, Ceiling fans with regulators, AC etcPoint wiring with conduits ,wires, supports etc for Lighting fixtures, Receptacles, Switches , Ceiling fans etc, Street Lighting and Area Lighting poles with Junction boxes and Over hangInstallation, testing and commissioning of L.T Cabling System , HT/LT Cable Carrier Systemat STP & TSPSwith followingcomponents as per scope, specification and drawings. HT cables for STP & TSPS (11 KV DP structure Feeder to Transformer HT Side), L.T cables for STP & TSPS,L.T Cable termination with glands and lugsfor STP & TSPS, Cable trays on supports for both LT and HT Cablesfor STP & TSPS, Hume Pipe/RCC PipeInstallation, testing and commissioning of Earthing & Lightning ProtectionSystem at STP & TSPS with following components as per scope, specification and drawings. Earthing Conductor for outdoor main grid, Earthing conductor for indoor main grid, Earthing conductors for outdoor equipment\"s, Lightning Arrestors and Down Conductors, Earthing conductor for indoor equipment\"s, Treated Earth pits, Generalearth pitsLightning systemInstallation, testing and commissioning of safety procedures & safety item for Electrical Equipment\"s at STP & TSPSas per scope, specification and drawings.Insulation Mat near to all HT & MCC Panel, RMU Panel etc. , Fire protection system for all MCC area, Fire protection system for SubstationTool & Tackles applicable for Electrical system for 18 year O & M
710	Instrumentation & Automation worksInstallation, testing and commissioning of Instrumentation & Control equipment\"s at STP and TSPSas per scope, specification and drawings. Instrumentation System To provide the following system forFlow Measurement Transmitter + Accessories +fittings, Air flow measurement+ Accesories+fittings, Ultra sonic Level Measurement+, Accesories+fittings, Pressure transmitters+ Accesories+fittings, Pressure gauges+ Accesories+fittings, Differential level Transmitter + Accesories+fittings, Control Air Pressure Switch+ Accesories+fittings, Temperature Transmitter+ Accesories+fittings, Junction Boxes+EnclosuresInstrumentation Earthing, Two & Three Position Selector Switches+fittings, Flow Transmitter Totalizer+fittings, Panel mounted Digital Indicators+fittingsTemperature Scanner Indicators+fittings, Multi Function Energy Meters+fittings, Surge Protection devices+fittings, Level Transmitter (Radar type)+ Accessories+fittings, Alarm Annunciators+ hooters+fittings, Weight Indicator Transmitter+ Accesories+fittings, Instrumentation system to provide the following for Analytical Instruments (Installation, testing & commissioning), Dissolved Oxygen Analyzer + Accesories+fittings, ORP Analyzer+ Accessories+ fittings, Residual chlorine analyzer+ Accesories+fittings, pH Analyzer+ Accesories+ fittings, H2S Analyzer+ Accesories+ fittingsCOD Analyzer+ Accessories + fittings at inlet & outlet, BOD Analyzer+ Accessories + fittings at inlet & outlet, TKN, Analyzer+ Accessories + fittings at inlet & outlet, Ammonia-N, Analyzer+ Accessories + fittings at inlet & outlet, Total Phosphorus, Analyzer+ Accessories + fittings at inlet & outletLaboratory Instruments & Equipments as per Section-6 and CPHEEO Manual, Instrumentation Cables/cable trays, Instrumentation(Analog) & Control Cables and Power Cables, OFC, Trays, Glands & Lugs, cable conduits, cable trays, Seprate instumentation earthing, Control System To provide the following system (Installation, testing & commissioning), Liquid processes solid processes/sludge treatment, Chlorination, Chemical SystemSubstation/D.G., Automation system(PLC based SCADA system) forSTP (Installation, testing & commissioning), Master (Redundant Hot Stand by) & Slaves PLC Configuration Plant floor terminal, PLCCPU power supply module, Communication Module , RIO Modules along with PanelsPLC Programming software, SCADA software(dual redundant configuration), Historian software, PLC wired enclosures, Surge Protection devicesSMPS for Automation System Industrial Type Ethernet Switch, commercial grade server PC, 52\" LCD Screen with accessories and Commercial Grade PC, Redundant RTU+GPRS modem in redundant configuration for integration with SCADA center, Redundant FOC equipment + cabling Computer, System console / SCADA furniture, Engineering + Monitoring work stations PC, UPS, Printers, Printer server, Interposing Relays with base terminal, Air condition system & accessories for SCADA and Control room , CCTV System & Accessories for entire STP & TSPS area, 52\" LCD Screen with accessories and Commercial Grade PC for CCTV system
711	Testing and Commissioning of the Entire System Factory acceptance tests(FAT)Site acceptance tests(SAT)
712	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Employers Representative.All kinds of soil
713	Supply & Laying - Jointing of following dia. R.C.C. S&S pipes Class NP-3 with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.Class NP-3
714	800 mm dia
715	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
716	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
717	Providing and laying in position machine batched and machine mixed design mix M-25 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.
718	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.
719	Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns
720	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.
721	Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
722	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Employers Representative. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
723	Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.
724	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel works
725	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Employers Representative, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
726	Construction of 3.75 meter (Carriage width) wide cement concreteapproach road with road side drainage site as per drawing, Technical Specification and Direction of Employers Representative.
727	Schedule-6 Operation & maintenance
728	Operation, Maintenance and Management Services for Water Supply System
729	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
730	1st to 6th Year
731	Fixed Lump Sum Monthly O&M Fee “Ff”
732	7th to 10th Year
733	Fixed Lump Sum Monthly O&M Fee “Ff”
734	11th to14th Year
735	Fixed Lump Sum Monthly O&M Fee “Ff”
736	15th to18th Year
737	Fixed Lump Sum Monthly O&M Fee “Ff”
738	Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
739	1st Year
740	2nd Year
741	3rd Year
742	4th Year
743	5th Year
744	6th Year
745	7th Year
746	8th Year
747	9th Year
748	Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
749	10th Year
750	11th Year
751	12th Year
752	13th Year
753	14th Year
754	15th Year
755	16th Year
756	17th Year
757	18th Year
758	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 commissioning the distribution pipeline as per the drawing & as directed by Employer\"s Representative.(Road Cutting & Restoration shall be paid separately)
759	Operation, Maintenance and Management Services for Sewerage System
760	O&M Fee for 18 year Operation Service Period for sewage collection system conforming to the relevant Service Levels and Pollution control board norms including all necessary tasks, activities and obligations as necessary for operations, maintenance and management of sewerage system and all related infrastructure comprising of sewers, house service connection chambers,management of sewage collection, conveyance, network management, connections management, all administrative tasks, management tasks and all services to be provided as a sewage management provider etc., as well as cost of management, wages, incentives, operations, maintenance, spares, administration, equipment, transport, operation of sewer cleaning equipment for cleaning of sewers, flushing of sewers using tankers including all necessary preventive and reactive maintenance of all civil, mechanical, electrical and instrumentation units, administration,transport, communications, CMMS (Computerized Maintenance Management System) , reporting, including cost of all wages, chemicals, Fuel , consumables, administration, transport, spares, insurance etc., complete.
761	1st to 6th Year
762	Fixed Lump Sum Monthly O&M Fee “Ff”
763	7th to 10th Year
764	Fixed Lump Sum Monthly O&M Fee “Ff”
765	11th to14th Year
766	Fixed Lump Sum Monthly O&M Fee “Ff”
767	15th to18th Year
768	Fixed Lump Sum Monthly O&M Fee “Ff”
769	Variable O&M Fee per cubic meter of sewage treated at STP “Fv”
770	1st Year
771	2nd Year
772	3rd Year
773	4th Year
774	5th Year
775	6th Year
776	7th Year
777	8th Year
778	9th Year
779	Variable O&M Fee per cubic meter of sewage treated at STP “Fv”
780	10th Year
781	11th Year
782	12th Year
783	13th Year
784	14th Year
785	15th Year
786	16th Year
787	17th Year
788	18th Year
789	Variable O&M Fee for Septage management
790	Collection of septage from house hold and conveyanceto Co-treatment facility at STP and safe disposalinto STP for further treatment conforming to the relevelent service levels including all necessaryactivities and obligation as necessary for suction of septage from septic tanks , house service connection chambers,management of septage collection, conveyance, disposal management, all administrativetasksandallservices etc.,aswellascostofmanagement,wages, incentives, operations, maintenance, spares, administration, equipment, transport, operation of septage cleaning equipment for cleaning of septic tank by usingSuction Machine includingallnecessarypreventiveandreactive maintenance of all civil, mechanical, electrical and instrumentation units, administration, transport, communications, management information systems, reporting, including cost of all wages, chemicals, Fuel , consumables, administration, transport, spares, insuranceetc., complete.
791	1st Year
792	2nd Year
793	3rd Year
794	4th Year
795	5th Year
796	6th Year
797	7th Year
798	8th Year
799	9th Year
800	Collection of septage from house hold and conveyanceto Co-treatment facility at STP and safe disposalinto STP for further treatment conforming to the relevelent service levels including all necessaryactivities and obligation as necessary for suction of septage from septic tanks , house service connection chambers,management of septage collection, conveyance, disposal management, all administrativetasksandallservices etc.,aswellascostofmanagement,wages, incentives, operations, maintenance, spares, administration, equipment, transport, operation of septage cleaning equipment for cleaning of septic tank by usingSuction Machine includingallnecessarypreventiveandreactive maintenance of all civil, mechanical, electrical and instrumentation units, administration, transport, communications, management information systems, reporting, including cost of all wages, chemicals, Fuel , consumables, administration, transport, spares, insuranceetc., complete.
801	10th Year
802	11th Year
803	12th Year
804	13th Year
805	14th Year
806	15th Year
807	16th Year
808	17th Year
809	18th Year
810	Providing ,laying & jointing of sewer house service connection to individual housess from chamber inside the property to either road side chamber or street manhole .Works includes supply and delivery of Foam core PVC Pipe with ISI mark intended for underground (buried)_ non pressure gravity sewer applications conforming to IS:16098 (Part 1) with latest amendments for different sizes and stiffness classes as per specifications including identification of location of existing chamber / sleeve.The pipes shall be fitted with rubber ring.The rubber ring shall be trouble-free watertight joint with allowance to thermal expansion / contraction. Including excavation (in water mud or under foul condition, dismantling of all type of roads like BT, CC, Stone, Paver blocks (all thickness and sizes), and floors likes kota stone, tile, manhole etc. Or any other type of floooring as per site condition, dewatering, refilling, compaction and disposal of surplus earth / unserviceable materials with all lead and lift at suitable disposal site as directed by Employers Representative. Making conncetion of drain or sewer line with existing manhole including breaking into and making good the walls, floors, with cement concrete. The specials like bends, tees, couplers,etc.) shall be provided as per site condition .All transportation,loading and unloading ,conveying to site,lowering ,laying and jointing of pipes, 75 mm thick sand/concretebedding all around the pipe ( 75 mm thk PCC is to be provided if cover above pipe is less than equal to 0.9 mtr and sand bedding is to be provided if cover above pipe is more than 0.9 mtr) as per drawing and specifications shall be inclusive complete the work in all respect and as per specification and as directed by the Employers Representative .The Stifness class shall be ,SDR 34,SN-8.(CC Floor restoration shall be paid saparately )
811	Schedule -7 Asset Replacement
812	Asset Replacement Fund required for ensuring replacement of new assets installed by the Contractor as per the Asset Replacement Schedule submitted by the Contractor.
813	Year 6 replacements
814	Year 7 replacements
815	Year 8 replacements
816	Year 9 replacements
817	Year 10 replacements
818	Year 11 replacements
819	Year 12 replacements
820	Year 13 replacements
821	Year 14 replacements
822	Asset Replacement Fund required for ensuring replacement of new assets installed by the Contractor as per the Asset Replacement Schedule submitted by the Contractor.
823	Year 15 replacements
824	Year 16 replacements
825	Year 17 replacements
826	Year 18 replacements

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