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Tender For Mandawar Water Supply Mandawar Nagar Panchayat Reorganization Water Supply Scheme, mandawar-Uttar Pradesh

Uttar Pradesh Jal Nigam-UPJN has published Tender For Mandawar Water Supply Mandawar Nagar Panchayat Reorganization Water Supply Scheme. Submission Date for this Tender is 30-01-2023. Water Supply Project Tenders in mandawar Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

35753742
Tender For Mandawar Water Supply Mandawar Nagar Panchayat Reorganization Water Supply Scheme
Open Tender
Indian
Uttar Pradesh
mandawar
30-01-2023

Tender Details

Tender For Mandawar Water Supply Mandawar Nagar Panchayat Reorganization Water Supply Scheme

Key Value

Document Fees
INR 23800 /-
EMD
INR 1300000.0 /-
Tender Value
INR 12.19 Crore /-

BOQ Items

Name of Work: Mandawar Nagar Panchayat Reorganisation Water Supply Scheme under AMRUT 2.0 programme
Sl. No. Item Description
1Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911. All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456. The steel for RCC shall be epoxy coated TMT bars- Fe 500/415 as per IS code IS 2062:2011. Minimum depth of foundation below original ground level will be 2.0 M. Seismic effects and wind load should be taken into consideration as I.S. 1893for earthquake resistance and I.S. 875 part-III for wind load on structure. The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1m wide RCC stair case from ground lavel to balcony. M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC platform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one aluminium ladder inside the tank body ( from manhole in top dome to bottom dome). 1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. postsof 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expanded metaled jali. Electro Magnetic Flow Meter Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixed at top dome at proper place.
2Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. Inlet 200 mm & 250 mm Outlet 450 mm,Over flow 200mm & Wash out 100 mm. Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete. Inlet 200 mm & 250 mm Outlet 450 mm,Wash out 100 mm. Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil. Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement. Construction of washout/ overflow chamber as per departmental type design and drawing. Construction of P. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design. Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints. Testing & Commission etc. all complete work. Testing and submission of test report of bearing capacity of soil from a reorganized Govt. institute. Submission of 5 sets of detailed design and drawing of O.H.T and mix design of M30 concrete done and vetted by Head of the department from any IIT"s/Central University as per direction of Engineer-in -charge. The design of tank & foundation will be based upon the soil investigation report which shall be done from any Govt. institute.
31200 KL / 18.0 M Staging
4RISING MAIN Supply of the following sizes of D.I. pipes Class K-7 conforming to latest I.S. 8329/2000 andD.I. S/S or flanged Specials conforming to I.S. 8329/2000 Suitable for above C.I.S/S pipe F.O.R destinationfrom tubewell to OHT including bypass including all Taxes and insurance. complete in all respect.
5200 mm dia K-7
6250 mm dia K-7
7Supply of the following sizes of Electro oprerated sluice valves as per I.S. 780/1969 class-1 working pressure 10kg/Sqcm F.O.R Destination including all taxes and Insurance.
8200 mm dia
9250 mm dia
10Excavation for 200/250 mm DI K-7 pipe line trenches in ordinary soil,(lime, clay or sand including lift up to 1.5m and lead up To 50m and refilling, watering, ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the centre of the foundation trenches.
11Carting from the store (up to 8 Km.) The following sizes of D.I. double pipe k-7 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. com- plate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints.
12200 mm dia K-7
13250 mm dia K-7
14Carting of D/F Sluice valves of following sizes to the site of workslowering them into already prepared trenches and fixing them In position including supply of jointing materials such as bolt nut, rubber insertion white lead complete with excluding valves and specials required but including the testing etc. complete .
15200 mm dia
16250 mm dia
17Supply of all materials, labour T&P etc. required and construct masonry type sluice valves chamber as per type design including supply and materials labour, T&P etc. complete.
18Supply of all materials, labour, T & P etc. required and construct thrust blocks at the bends and below the Valves.
19DISTRIBUTION SYSTEM Supply of the following sizes of DI K-7 & HDPE pipes(PN-6, PE-100) confirming to latest relevant I.S.Codes with DI/HDPE Specials conforming to I.S.- 8329/2000 and I.S.- 4984/2016 respectively etc complete in all respect F.O.R. destination including all taxes and insurance.
20450 mm dia DI Pipe K-7
21400 mm dia DI Pipe K-7
22350 mm dia DI Pipe K-7
23300 mm dia DI Pipe K-7
24250 mm dia DI Pipe K-7
25200 mm dia DI Pipe K-7
26160 mm dia HDPE pipe (PN-6, PE-100)
27140 mm dia HDPE pipe (PN-6, PE-100)
28125 mm dia HDPE pipe (PN-6, PE-100)
29110 mm dia HDPE pipe (PN-6, PE-100)
3090 mm dia HDPE pipe (PN-6, PE-100)
31Supply of the following sizes of Hand Wheel operated with Sluice Valves destination including all taxes and insurance.
32400 mm dia
33350 mm dia
34300 mm dia
35250 mm dia
36200 mm dia
37150 mm dia
38125 mm dia
39100 mm dia
4080 mm dia
41Supply of 80mm dia C.I. Double flanged scour valves as per I.S. 780 class-1 working pressure 10 kg/Sqcm F.O.R Destination including all taxes and insurance.
42Supply of 25 mm dia screwed down type air valve with gun metal seat at site stone including all taxes.
43Supply of underground sluice valves type fire hydrant consisting of 80 mm dia tail pieces, 80 mm dia duck foot bend and 63 mm dia standard make iron coupling with cap and chain etc. complete to ISS 909 at site including all taxes.
44Excavation for pipe line trenches in Ordinary soil,(lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches.
45Dismantlingof following type of surface including all layers, sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 50 m.
46B.O.E. ROAD
47BITUMINOUS ROAD
48C.C. ROAD
49INTERLOCKING TILES ROAD
50Reinstatement of following type of road surface.
51B.O.E. Road with 40% new bricks and 60%used old bricks over 30mm compacted local sand including all materials,labour,T&P etc complete
52Bituminous Roads with granule sub base (G1-100mm, G2-75mm, G3-75mm thick),50mm thick bituminous macadam over priming coat and tack coat and 30mm thick SDBC/BC over tack coat & disposal of all debris and surplus earthwithin8 Km. distance as per direction of Engineer-in-charge, including all materials,labour,T&P etc complete
53C.C. Road will be prepared with 10 cm thick P.C.C. 1:2:4 Cement: Coarse Sand & 20 mm Stone grit over base concrete 15 cm. P.C.C. 1:4:8 with cement coarse sand & 40 mm stone ballast after compacting the earth surface properly. The C.C. surface must be compacted with surface vibrator, including all materials,labour,T&P etc complete.
54Interlocking Tile road:Tiles must be of the thickness & grade similar to that of the dismantled tiles over base concrete 75 mm thick PCC 1:4:8 cement: local sand: stone ballast as per existing road. The thickness of tiles shall be same as that of existing road, including all materials,labour,T&P etc complete.
55Carting from the store (up to 8 Km.) the following sizes ofD.I & HDPE pipe and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. com- plate but excluding cost of trenching but including making joints.
56450 mm dia DI Pipe K-7
57400 mm dia DI Pipe K-7
58350 mm dia DI Pipe K-7
59300 mm dia DI Pipe K-7
60250 mm dia DI Pipe K-7
61200 mm dia DI Pipe K-7
62160 mm dia HDPE pipe (PN-6)
63140 mm dia HDPE pipe (PN-6)
64125 mm dia HDPE pipe (PN-6)
65110mm dia HDPE pipe (PN-6)
6690 mm dia HDPE pipe (PN-6)
67Carting of D/F Sluice valves of Following sizes to the site of worksLowering them into already Prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with Excluding values and specials Required but including the testing etc. complete Excluding values and specials required but including the testing etc. complete.
68400 mm dia
69350 mm dia
70300 mm dia
71250 mm dia
72200 mm dia
73150 mm dia
74125 mm dia
75100 mm dia
7680 mm dia
77Carting of 80mm dia scour valves to the site of workslowering them into already Prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete
78Carting of 25 mm dia screwed down air valves of following sizes to the site of workslowering them into already prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete
79Carting of 80 mm dia flanges fire hydrant of the site of workslowering them into already prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete
80Supply of all materials, labour T&P etc. required and construct surface box/masonry type sluice / scour valve chamber as per type design including supply and materials labour, T&P etc. complete.
81Surface box type
82Masonry type
83Supply of all materials, labour T&P Etc. required and construct single tap pillar type stand post as per type design.
84Supply of all materials, labour T&P Etc. required and construct 350 x 350 x 500 mm size air valve chamber as per type design including supply and fixing the 500 mm dia CI manhole cover.
85Supply of all materials, labour T&P Etc. required and construct 750 x 750 x 1000 mm size fire hydrant chamber as per type design including supply and fixing the 500 mm dia CI manhole cover.
86Provision for Large crossing of raods, nala & culvert including shifting of telephone cable etc.along the alignment of pipe line including supply of C.I Tyton pipe and special and also jointing material their laying and jointing testing etc,complete (More than 3.00 meter).
87Provision for Small crossing of roads including shifting of telephone cable etc.along the alignment of pipe line including supply of C.I Tyton pipe and special and also jointing material their laying and jointing testing etc,complete (1.00 to 3.00 meter).
88Pump House cum chlorinating room
89(3.60x3.00x3.00m) & (2.50x1.80x3.00m)
90Excavation of earth in ordinary soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated earth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches.
91Concrete with 40 mm gauge Ist class brick ballast,localsand and cement in proportion (8:4:1) in foundation including supply of all materials, labour,T&P etc required for proper completion of work.
92Ist class brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper completion of work.
93150 mm thick RCC plinth band With cement and approved coarse sand with 20 mmm stone gritt 1 :1.5:3 including supply of 5% water proofing material, labour, T&P etc required for proper completion of work.
94Ist class brick work in 1:6 cement and Coarse sand mortar in super structure including supply of all materials, labour,T&P etc required for proper completion of work.
95Supply of M.S. Angle iron chaukhat of 40mm x 40mm size supply and fixing including simple moulding straight work as in chaukhat and also supply of all material, labour, T&P etc. required for proper completion of the work.
96Supply and fixing of 1mm thick sheet iron panelled door, windows shutter including supply and fixing and adjustment of hinges , bolts, locks, handles, springs and other fittings but excluding supply and painting of fittings.
97Supply and fixing of hold fast in doors and windows of size 25cm x 4cm x 9mm flat iron including their cutting and moulding and welding to required shape also including other material such as nails and screws etc. required for proper completion of the work.
98R.C.C. Work cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering and shuttering,curing, supply of all materials, labour,T&P etc required for proper completion of work.
99R.C.C in sun shade with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work.
100R.C.C in lintel with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work.
101R.C.C in slab with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work.
102Mild steel or Iron work in plain work such asR.C.C. work shall be TMT bars- Fe 500/415 as per IS code 1786:2008, IS 2062:2011,wrought to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work.
103Mild steel gril in windows, wrought to required heavy/ small size form including supply of all materials,labour,T&P etc. Required for proper completion of the work.
104Supply and lay complete 40 mm thick insulation layer of sand and clay over reinforcement brick or cement concrete.
105Providing & laying of "Brick Coba" 12mm thick laid with fist class brick bat Coba 7.50 cm thick with gap of 15mm to each (As per PWD specification) including supply of all materials , labour T&P etc. required for proper completion of the work.
10612 mm thick plaster with cement coarse sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper completion of work. From GL upto super structure.
10712 mm thick plaster with cement coarse sand mortar in 1:4 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper completion of work on ceiling.
10840 mm thick 1:2:4 plain cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cement,4 part of coarse sand and 8 part 40 mm gauge stone ballast(1:4:8) and removing any over lapping of mortar at the joist of panel if any and giving them uniform finished including supplymaterial, labour,T&P etc required for proper completion of work.
109Supply and fix 32 mm thick Flush door shutter/window shutters including supply and fixing and adjustment of hinges,bolt,locks,handles,spring and other fittings but excluding painting and supply of fitting.
110Supply and fixing of SS fitting of approved make for doors and windows.
111Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work.
112White washing of apex paint in three coat including supply of all materials, labour, T&P etc required for proper completion of work.
113Colour washing with weather coat for exterior and apex paint for interiorin two coat over one primer coat with white cementincluding supply of all materials, labour, T&P etc required for proper completion of work.
114Provide and fixed RCC precast Jalies of 30 cm x 60 cm size including supply of all materials, labour, T&P etc required for proper completion of work.
115Supply and fixing of rolled steel Joist 150 mm x 100 mm including its painting with approved paint and also one coat of primer.
116Cartage & cost of earth work in filling in plinth including supply of excavated earth from distance of 8.00 km.
117Supply of all materials, labour, T&P etc. required for construction of 250 mm dia S.C. Drain.
118Supply of all materials, labour, T&P etc. required for the construction of stilling / Byepass chamber V notch chamber including supply of V notch etc. all complete.
119Rain water down pipe 100 mm dia PVC with fixed MS clamp etc including supply of all materials, labour, T&P etc required proper completion of work.
120Boundary Wall Construction of Boundary wall 0.115 m thick and 1.5 m height with all materials, labour T&P etc. required for proper completion of work.
121Construction of pillars as per type design including fixing of gate 3.6 m wide gate and 1.2 m wide wicket gate with all materials, labour T&P etc. required for proper completion of work.
122Construction of interlocking tile road with 80 mm thick M-30 grade tile over base concrete 75mm thick PCC 1:4:8, cement:local sand:stone ballastfor approach road & water works campus with all materials, labour T&P etc. required for proper completion of work.
123Provision for inside square drain including supply of all materials labour and T & P etc. complete.
124Miscellaneous works like repairing of roof,doors and windows, internal electrification of OLD pump house and staff quarter,internal water supply of staff quarter etc.complete
125Ist class brick works in 1:6 cement and coarse sand mortar in Super structure, supply of all materials, labour, T&P etc. required for proper completion of the work (Old Water Works Campus)
12612mm thick plaster cement and coarse sand mortar in 1:6 over existing brick work minimum thickness not be less than 12mm including supply of all materials, labour, T&P etc. required for proper completion of the work.
127Supply and fixing of all materials, labour, T&P etc. required for making door shutters by M.S. sheet 18 gauge including supply and fixing M.S. 40x40x6 mm size also including angle iron chaukhat supply & fixing of oxidized iron fittings etc. complete.
128Painting and varnishing on old iron work one coat priming and two coat of approved paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work.
129Weather coat paint with approved colouring including supply of all materials, labour, T&P etc. required for proper completion of the work.
13040mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20mm gauge stone ballast laid in panels, finished with 3mm flooting coat of neat cement and 7.5 cm thick base concrete, consisting of cement and coarse sand and 40 mm gauge stone ballast in proportion 1:6:12 and removing any other over laping of mortar in the joints of panels if any and given them uniform finish including supply of all materials, labour, T&P etc. required for proper completion of the work.
131White washing of apex paint in3 coats including supply of all materials, labour, T&P etc. required for proper completion of the work.
132Making ferrule connection of various nominal dia of new distribution mains in different type of roads with fixing of saddle piece, service connections, fittings, and fixing of brass ferrule of 15mm size includingtapping the main. Include the cost of excavation and subsequent backfill of trenchs and cost of fittings and specials, including labour charges for cutting, threading &fitting of GI pipe and specials including supply of binding materialssuch as safeda and teflon tape etc.Including making hole in the wall for crossing of GI pipe also repairing the same with mortar and also including crossing of drain with all labour T&Petc. complete. including material i.e.3 meter 20mm dia (OD) HDPE Pipe (12.5 kg/cm2), 2 meter 20mm (OD)GI pipe Class-B, EL-bow 20mm (OD) GI for above pipe Class -B, Clamp with Saddle, TAP/Stop Cock (Brass) 15mm, Ferrule brass HDPE 15mm with end cap (heavy duty),20 mm dia PP-Adopter and 20 mm dia GI - Union.
133FOR BOE ROAD
134For 90mmto 110mm dia
135For 125mm to 160mm dia
136For 180mm to 250mm dia
137For 300mm dia
138For 350mm to 500mm dia
139FOR CC ROAD
140For 90mmto 110mm dia
141For 125mm to 160mm dia
142For 180mm to 250mm dia
143For 300mm dia
144For 350mm to 500mm dia
145FOR BITUMINOUS ROAD
146For 90mmto 110mm dia
147For 125mm to 160mm dia
148For 180mm to 250mm dia
149For 300mm dia
150For 350mm to 500mm dia
151FOR INTERLOCKING TILES ROAD
152For 90mmto 110mm dia
153For 125mm to 160mm dia
154For 180mm to 250mm dia
155For 300mm dia
156For 350mm to 500mm dia
157FOR KACHHA ROAD
158For 90mmto 110mm dia
159For 125mm to 160mm dia
160For 180mm to 250mm dia
161For 300mm dia
162For 350mm to 500mm dia
163Variation in 20 mm (OD) dia HDPE Pipe w.r.t 3.0 mtr
164Variation in 20 mm (OD) dia GI Pipe w.r.t 2.0 mtr
165Construction of LCS Room
166Excavation of earth in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 50m and refilling, watering, ramming of excavated earth into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto the distance of 50m from the center of the foundation trenches.
167RCC with 10-12mm gauge approved stone ballast, coarse sand and cement in proportion of 1:1½:3 including supply of all materials, labour, T&P etc. required for proper completion of the work for column 350mm dia 5m high including floor beam and floor slab.
168First class brick work with cement coarse sand in proportion 1:3 in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work.
169First class brick work with cement coarse sand in proportion 1:3 in super structure including supply of all materials, labour, T&P etc. required for proper completion of the work.
17020mm thick damp proof course (DPC) with cement and approved coarse sand 1:2 including waterproofing materials or in the proportion as specified by the manufacturers including supply of all materials, labour, T&P etc. required for proper completion of the work.
171R.C.C. work with cement, coarse and 20mm gauge approved stone ballast in proportion 1:1½:3 in slab and wall etc. excluding supply of reinforcement and its bending (but including its fixing and binding the same with 0.50 mmthick binding wire) shuttering, centering and supply of all materials, labours T&P etc. required for proper completion of work.
172Lintel and sunshades
173Slab
174Mild Steel or iron work in plain work such as reinforced concrete brick work (when not including in all over rates) shall be TMT bars- Fe 500/415 as per IS code 1786:2008, IS 2062:2011 brought to required shape as necessary including bending and cutting for proper completion of workincluding supply of steel and its wastage.
17512mm thick plaster with cement and coarse sand mortar in 1:4 over brick work including supply of all materials, labour T&P etc. complete.
176White wash of apex paint in three coats including supply all materials, labour, T&P etc. complete.
177Colour washing with weather coat for exterior and apex paint for interior two coat using approved colour material including supply of all materials,labour, T&P etc. complete.
178Supply and fix 32 mm thick Flush door shutter on doors and window including supply and fixing and adjustment of hinges,bolt,locks,handles,spring and other fittings but excluding painting and supply of fitting.
179Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with that iron diagonal 20x5mm size with top and bottom rails of iron 40x40x6mm with 38mm dia steel pulley with bolts, nuts locking arrangements stopppers, supply and painting one coat of approved red lead paint.
180Providing and fixing in position rolling shutters of approved make of 80x125mm gauge called rolled M.S. lotha interlocked throughout their entire length and jointed together at the end by end locks and mounted on specially designed pipe shaft with branches shade girders and arrangement for inside and outside locking with push and pull operation complete but excluding the cost of top cover and spring.
181Mild steel or iron work in small size and section such as holding down bolts, holdfasts, tie rods, grating (when not included in all over al rates) wrought to required terms including suppply of steel bolts and wastage etc. their fixing.
182Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. From site of work and including watering, dressing etc. complete.
183Supply and fixing of exhaust fan including supply of all materials, labour, T&P etc. required for proper completion of the work.
184Supply and fixing of 150 mm, S.W. drain pipe including supply of all materials, labour, T&P etc. required for proper completion of the work.
185Supply and fixing of 150mm dia A.C. pipe for comb including supply of all materials, labour, T&P etc. required for proper completion of the work.
186Repairing of 500 KL/16.00M Staging Over Head Tank
187Providing and erection of scaffolding and shuttering material like challi, gurra, nail, bans, ballia, patra etc. required for complete of work on all surgace area of OHT from top dome to G.L. so as to give strong and safe platform to workers to work on all part of OHTfor repair and strengthning as per direction of engineer in-charge.
188Repairing of OHT and Plastering.
189Provide semi circular drain of 200 mm dia all around the O.H.T. flooring consisting of cement concrete with 20mm gauge approved stone grit, coarse sand, cement in proportion of 1:2:4 including supply of all material, labour, T&P etc. required for proper completion of the work as per direction and satisfaction of Engineer Incharge.
190Supply and fixing ventilator jali at O.H.T. including repairing of the ventilator and fixing the same properly including supply of all material, labour, T&P etc. required for proper completion of the work.
191Supply and fixing of fabricated M.S. angle iron ladder consisting of 50x50x6mm angle iron and 20mm dia plain M.S. bar of 45 cm wide for a required length and painted with anti corrosive paint and fixing the same in the tank body including supply of all materials, labour, T&P etc. required for proper completion of the work as per direction of Engineer Incharge.
192Supply and fixing of 20mm dia medium quality of G.I. pipe railing with M.S. angle iron post of section 50x50x6mm and 1.00 M height including grouting the angle iron post properly and fixing the pipe railing including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer Incharge.
193New Pipe Railing ¾" (20mm) dia medium quality G.I pipe.
194Repair of Old Railing.
195M.S. iron for single raw post 50x50x6x1.00m height
196Supply and fixing of following devices of the O.H.T. including cutting of hole for cleats to fix the same properly and including supply of all material, labour, T&P etc. and fixing the appliances in the cleats with screw or nales etc.
197Water level indicator complete with marked scale.
198Lightening Conductor.
199Injection grouting in vertical surface/wall placing and fixing nozzle by drilling machine in tank wall having minimum dia of nozzle 15mm and provide on a regular interval not exceeding 1m including construction joints. Injection of pidicrete AM (Ploymer based on shrinkage high strength grout) admixed with cement through nozzle under pressure by sump @ 250gms per bag of cement sealing the nozzle after grouting with Ploymer product mixed with cement, making tank body in working and seapage free condition.
200Painting the iron work in small area with one coat of anti corrosive primer coat and two coat of approved enamel paint including supply of all material, labour, T&P etc. required for proper completion of the work as per satisfaction of Engineer Incharge.
201Railing of stair case and balcony with iron post and two rows of G.I. pipe 20mm dia.
202Painting with approved quality Black Japan paint, inlet, outlet, washout pipe, over flow, pipe 100mm dia to 350mm dia.
203Painting of outer surface of OHT with wheather proof paint (like apex etc.) as per direction of engineer in-charge.
204Construction of masonry type chamber for Sluice Valve with R.C.C. Cover.
205Staff Quarter
206Excavation of earth in ordinary soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated earth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches.
207Concrete with 40 mm gauge Ist class brick ballast,coarse sand and cement in proportion (8:4:1) in foundation including supply of all materials, labour,T&P etc required for proper compltion of work.
208Ist class brik work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper compltion of work.
209150 mm thick RCC plinth bend With cement and approved coarse sand with 20 mmm stone grit 1 :1.5:3 including supply of 5% water proofing material, labour, T&P etc required for proper completion of work.
210Ist class brik work in 1:6 cement and local sand mortar in super structure including supply of all materials, labour,T&P etc required for proper compltion of work.
211Providing & lying of "Brick Coba" 12mm thick laid with M-150 class brick bat Coba 7.50 cm thick with gap of 15mm to each (As per PWD specification) including supply of all materials , labour T&P etc. required for proper completion of the work.
212Supply and fixing of door& Window chaukhat fabricated with40 x 40 x 6 mmsize angle iron or other suitable angle iron and T ron and MS fabricated with 203 cm, flat iron or well mess size as directed by Engineer- in- charge. This item include supply and fixing 3 hinges 10 cm size on each faced door and window with one coat of red oxide primer painting including carting, loading,unloading etc complete and also supply of all materials, labour,T&P etc complete.
213Supply and fix 32 mm thick Flush door shutter on doors and window including supply and fixing and adjustment of hinges,bolt,locks,handles,spring and other fittings but excluding painting and supply of fitting.
214R.C.C. Work cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work.
215R.C.C. Work in Lintel beam with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work.
216Mild steel or Iron work in plain work such asR.C.C. Work wrough to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work.
21712 mm thick plaster with cement local sand mortar in 1:4 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper compltion of work. From GL upto supper structure.
218Same as above but in proprtion 1:4 with cement and fine sand mortar on ceiling
21940 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in penel finished with 3 mm loating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part ist class brick ballast 4 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supplymaterial, labour,T&P etc required for proper compltion of work.
220Same as above but base concrete of 1:4:8 in cement , local sand and 40mm gauge first class brick ballast etc complete.
221B.O.E. Flooring in 1:6 cement mortar over 75 mm thick brick ballast base concrete (1:4:8) and surface painted with 1:2 in court Yard. including supplymaterial, labour,T&P etc required for proper compltion of work.
222Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work.
223White washing in three coat including supply of all materials, labour, T&P etc required proper completion of work.
224Finishing walls with waterproof cement paint of approved make and quality over one priming coat on new work with two coats to give an even shade including supply of all materials, labour, T&P etc. Required for proper completion for the work.
225Rain water down pipe 100 mm dia PVC with fixed MS clamp etc including supply of all materials, labour, T&P etc required proper completion of work.
226Mild steel gril in windows, wrought to required form including supply of all materials,labour,T&P etc. Required for proper completion of the work.
227Supply and fixing of SS fitting of approved make for doors and windows.
228Electrification work complete.
229Sanitation workWater supply work complete.
230E/M WORKS
231Replacement of Soft starter for existing pumping plant
232Lightin at Water works campus with solar panel and LED light of 3 set(2 for 2nos Tubewells and 1 for OHT)
233Replacment and Commissioning of automatic servo voltage Stabilizer-60 KVA (Input Voltage 230V±450V) to Output Voltage 415± 1% As per IS 9815-1994
234SITC WORK OF SCADA /AUTOMATION AT EXISTING PUMPING PLANT
235CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.
236GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid
237CE/UL certifeid Intelligent Smart Energy Meter
238Motor operated acuators for existing sluice valve
239CE/UL Certifeid Electromagnetic Flow Meter 150 mm size
240auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc.
241CE/UL certifeid Surge Protecter for control panel.
242CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
243Complete cabling including power cables of all equipment.
244control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.
245Installation, commissioning & testing and 3 month trial run for scada system
246SITC WORK OF AUTOMATIC CHLORINATION SYSTEM INTUBEWELL
247Automatic Chlorination System compatible to SCADA system
248SITC WORK OF AUTOMATION SYSTEM AT EXISTING OHT
249CE/UL certifeid Radar Type level transmitter for OHT.
250Actuator of 300 mm dia size for existing valve
251CE/UL certifeid Electromagnetic Flowmeter 300 mm size
252Installation, commissioning & testing trial for OHT
253SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply
254Repairing of existing OHT valve and fitting of actuator at delivery line side.
255CHLORINE ANALYZER FOR OHT
256Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) b) Analyzer with RS 485 O/P
2573 MONTHS TRIAL RUN OF PUMPING PLANT
258Expenditure for3 Month trial run oftubewell by using consumables
259ZONE-2 CONSTRUCTION OF TUBEWELL (300x200mm dia)
260Transportation, Erection, Dismantling of Rig Machine and its T&P
261Transportation, Erection, Dismantling of Compressor 250/350 PSI
262Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test
263Supply of Tubewell Assembly M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. (Note- Axial Length of Reducer without Ring shall be measured with casing pipe)
264300 mm dia M.S. Pipe
265200 mm dia M.S. Plain/slotted
266PEA-GRAVEL (As per IS:4097)
2671.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell
268Drilling of bore by rig machine As Per IS:2800(Part I & II):
269Drilling of bore by 600 mm dia bit GL to 50 mt. BGL.
270Drilling of bore by 500 mm dia bit from 50 mt GL to 100 mt. BGL.
271Drilling of bore by 500 mm dia bit 100 m BGL to 160 m. BGL.
272Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:
273Lowering of 300 mm dia M.S. Housing pipe from GL to 42 m.BGL
274Lowering of 200 mm dia M.S. Plain/slotted pipe 42 m. BGL to 100 m. BGL
275Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 145 m. BGL
276Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge.
277Development and testing of tube well by Air Compressor.
278Development and testing of tube Well O.P.Unit to yield sand free Discharge.
279Chemical and Bacteriological test (Analysis of water sample)
280Logging of borehole by departmental/approved electric logger
281NEW PUMPING PLANT & VOLTAGE STABILIZER
282Supply, Installation and Commissioning of 1500 lpm , 60mtr Head Pumping Plant including SCADA comptiable starter, Control Panal, Cable, complete in all respect with all required material T&P labour etc.
283Supply, Installation and Commissioning of automatic servo voltage Stabilizer-60 KVA(Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994
284SITC of equipments for the items as given below :
285Main piping and valves with 150 mm dia Size 24 mtr. Column pipe(2 nos metal sheeted Sluice Valves and 1 no Reflux Valve)
286Gauges( Pressure & Depth)
2872Ton Lifting Tackle suitable for 40hp Pumping plant
288Tools
289Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.
290Power wiring & Earthing
291Painting of pumping plants and other equipments
292Internal and External electrification
293Coloumn Pipe 3 mtr long
294SITC WORK OF SCADA /AUTOMATION AT NEW PUMPING PLANT
295CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.
296GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid
297CE/UL certifeid Intelligent Smart Energy Meter
298Motor operated acuators with new metal sheeted sluice valves.
299CE/UL Certifeid Electromagnetic Flow Meter 150 mm size
300auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc.
301CE/UL certifeid Surge Protecter for control panel.
302CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
303Complete cabling including power cables of all equipment.
304control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.
305Installation, commissioning & testing and 3 month trial for scada sytem
306AUTOMATIC CHLORINATION SYSTEM OF EACH TUBEWELL
307SITC Of Automatic Chlorination System compatible to SCADA system
308SITC OF NEW OHT AUTOMATION SYSTEM
309CE/UL certifeid Radar Type level transmitter for OHT.
310Actuator with metal sheeted new450 mm dia sizesluice valve
311CE/UL certifeid Electromagnetic Flowmeter 450 mm size
312Installation, commissioning & testing trial for OHT
313SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply
314Repairing of existing OHT valve and fitting of actuator at delivery line side.
315SITC OF SCADA /AUTOMATION WORK AT EXISTING PUMPING PLANT
316CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.
317GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid
318CE/UL certifeid Intelligent Smart Energy Meter
319Motor operated acuators for existing sluice valve
320CE/UL Certifeid Electromagnetic Flow Meter 150 mm size
321auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc.
322CE/UL certifeid Surge Protecter for control panel.
323CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
324Complete cabling including power cables of all equipment.
325control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.
326Installation, commissioning & testing and 3 month trial run for scada system
327REPLACEMENT OF E&M EQUIPMENTS AND LIGHTING AT WATER WORKS
328Replacement of Soft starter for existing pumping plant
329Replacement and Commissioning of automatic servo voltage Stabilizer-60 KVA(Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994
330Lightin at Water works campus with solar panel and LED light of 3 set(2 for 2nos Tubewells and 1 for OHT)
331CHLORINE ANALYZER FOR EACH OHT
332Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) b) Analyzer with RS 485 O/P
3333 MONTHS TRIAL RUN OF PUMPING PLANT
334Expenditure for3 Months trial run ofall new and existing tubewells and all e&m work includingconsumables like Chlorination
335Electricity charges during trial and run of New tubewells (electricity payments shall be done by the contractor to uppcl as per electricity bills and jal nigam will reimburse the same to contractor as per actual basis .)
336LCS SITC WORK OF LOCAL CONTROL STATION FOR ZONE-1&2 WITH OPERATOR FACILITY FOR ALL TUBEWELLS
337CE/UL & BIS Certified industrial grade LARGE SIZE LED MONITOR with lates configuration as per specification.
338Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents.
339CE/UL Certified 3 KVA UPS with batteries as perspec mentioned in tachnical bid documents.
340Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents.
341CE/UL certified local conrol room PLC with redundant CPU& power supply at LCS in IP 54 enclouser as per spec mentioned in tachnical bid documents.
342GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP.
343CE/UL certified Firewall for network protection.
344Surge protector for eternet communication protection.
345industrial grade Ethernet Switch.
346canon/hp Laser printer1018 or equivalent
347Installation,Commissioning ,testing and tial run of 3 monthsincluding required furniture,internal wiring,PVC panelling of walls/false ceiling work and Split A/C .
348Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days
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