Construction Works Of Following -Bharuhana, Huruaa, Kela Bela, Mevali, Piparadad, Saraiya Water Supply Scheme Including Supply Of All Materials, Labour T&P Complete In All Respect On Turn Key Basis After Completion, Commissioning And Completion Of Trial &, Mirzapur-Uttar Pradesh

TDR : 39056700

Tender Notice
Corrigendum Details
BOQ

Expired

Mirzapur , Uttar Pradesh

Tender Brief : Corrigendum : Construction Works Of Following -Bharuhana, Huruaa, Kela Bela, Mevali, Piparadad, Saraiya Water Supply Scheme Including Supply Of All Materials, Labour T&P Complete In All Respect On Turn Key Basis After Completion, Commissioning And Completion Of Trial &

Document Fees
₹ 23600 /-

EMD
₹ 1760000.0 /-

Tender Value
₹ 17.49 Crore /-

Submission Date
29-08-2023

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	24-08-2023	Date extention for online filling of tender on portal	Date	29-08-2023

Name of Work: Construction Works of following -Bharuhana, Huruaa, Kela Bela, Mevali, Piparadad, Saraiya Water Supply Scheme Including Supply of all materials, labour T&P Complete in all respect on Turn Key Basis after completion, commissioning and Completion of trial & Run with defect liability period of works Including Har Ghar Jal Certificate & handing over to Gram Panchayat for Distt.- Mirzapur under Jal Jivan Mission Programme.

Sl. No.	Item Description
1	Bharuhana part- A (civil)
2	Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing betweentwo pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in - charge. (Drawing No.D-1) (Boundary Wall(40x30m) - Gates)
3	Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm thk.around RCC, as per departmental type design and drawing (Drawing No. D-1) and as per specifications laiddown in the bid document, including supply of all material,labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.
4	Supplyandfixingof1.2mwideMSwicketgateincluding fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid downin the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in- charge.
5	ConstructionofInterlockingpavementforapproachtowater works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.
6	Construction of granular sub base by providing coarse grade materials, spreadingin uniform layers including watering and compaction complete.
7	Construction of WBM by providing grade materials, spreadingin uniform layers including watering and compaction complete.
8	Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid mapof existing site enclosed (Drawing no.D-1), including leveling, dressing, excavationandfillingofearth wherenecessaryandalso including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in - charge.
9	Provisionforinsidesquaredrain including supply of all materials, labour and T & P etc. complete.
10	Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.5x1.8x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications forcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
11	Provide all materials, labour, T&P etc. complete and constructed Bye-pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H) mm ) drawing (drawing no.D-3)andas per thespecifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.
12	Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of followingcapacityand staging above ground level with main components, including cost of soil testing and assuming bearingcapacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia.Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming toIS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S.specifications withall jointing materials for proper completion of work, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Constructionof washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.- 4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats
13	225 Kl 18 M Staging
14	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour,T&P etc complete as per instructions of Engineer -in -charge.
15	Ordinary soil
16	Mixed soil with Kankar
17	Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing ofpipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge.
18	100 mm dia K-7
19	Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete asper instructions of Engineer -in - charge.
20	200 mm dia HDPE Pipe PN-6: Class PE-100
21	180 mm dia HDPE Pipe PN-6: Class PE-100
22	140 mm dia HDPE Pipe PN-6: Class PE-100
23	110 mm dia HDPE Pipe PN-6: Class PE-100
24	90 mm dia HDPE Pipe PN-6: Class PE-100
25	75 mm dia HDPE Pipe PN-6: Class PE-100
26	63 mm dia HDPE Pipe PN-6: Class PE-100
27	Supply and carting up to site of work of the following dia DI butterfly / sluice valves class I,workingpressure 10Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
28	Sluice valve - 200 mm dia
29	Sluice valve - 150 mm dia
30	Sluice valve - 125 mm dia
31	Sluice valve - 100 mm dia
32	Sluice valve - 80 mm dia
33	Scour valve - 80 mm dia
34	Supply and installation, testing etc. ofsingle/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, cartingup to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
35	50 mm
36	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makesiron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxesand insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer -in - charge.
37	Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete forproper completion of work as per instructions of Engineer -in -charge.
38	Sluice valve chamber (masonry Type)
39	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
40	Fire Hydrantchamber (750 (L) X 450 (W) X 1000 (H) mm)
41	Air Valve Chamber
42	350 (L) x 350 (W) x 500 (H) mm
43	Scour Valve Chamber
44	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
45	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T &P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
46	Design and construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone chips (20 mm nominal size) including shuttering and reinforcement, as per technical requirements.
47	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars stirrups binders etc.initial straightning and removal of loose rust ( if necessary)cutting to requisite lenght hooking and bending to correct shape placing in proper position and binding with wire at every inter-section complete asper drawing and direction
48	Water recharge Mechanism within the water works campus
49	Dismantling of the followingtype of road surfaces including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
50	B.O.E. surface
51	Bituminous surface
52	Interlocking Road
53	C.C. Road
54	Reinstatement of the followingtype of road surfaces with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
55	B.O.E. surface( 50% of existing bricks to be reused)
56	Bituminous surface
57	Interlocking Road
58	C.C. Road
59	Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. ( casing of pipe is done by concreting)
60	Nala/Culvert Crossing ( width -3.5 m) upto Dia 300 mm
61	Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe ( 15 mm ) ( above ground )& average 5 mtr. MDPE Pipe ( 20 mm)( below ground) including specials,saddle, Tap,etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineeras per Dwg 12( excluding road restoration)
62	Construction of single tap pillar type stand post as per type design
63	Flow Control Valve for House Hold Connections
64	Sign Board for water work campus
65	Bharuhana part- B (E&M)
66	DC/RC Drilling including hiring transportaion, erection, dismantling with loading and unloading of Rig and assosiated T&P complete in all respect including required all material labour and T&P etc.
67	500 mm dia Borehole Drilling up to 100Mtr. Deep using DC/RC technique
68	200/165 MMØ (in over burden/Hard Rock) by using DTHTechnique
69	200 mm.. dia. M.S. Plane Pipe thickiness 7.1 mm s per IS 7206
70	200 mm.. dia. M.S. slot Pipe thickiness 7.1 mm as per IS 8110
71	200 mm. dia. M.S.Ring. 150 mm wide x 12 mm Thick
72	200 mm. dia. Bail Plug made by 12 mm M.S. Plate
73	200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
74	200 mm. dia.Tubewell assembly supporting frame structure fabricated by 150mm× 3 mts long M.S channel.
75	200 mm. dia. well Cap made by 12 mm M.S. Plate
76	Centre guide. M.S.Ring. Of 200 mm size
77	Lowering of above Tubewell assembly including carting upto site and welding of parts complete in all respect with all required material, T&P, labour, etc.
78	200mm.dia. Plain/slotted Pipes from G.L to 100 mbgl
79	Logging of Borehole by Electric Logging
80	Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
81	Development of tubewell by 250 PSI compressor as per IS 11189.
82	Development of tubewell by 250 PSI compressor including Transportation of compressor and its T&P including loading & unloading etc complete,Installation of compressor including leveling & dressing of site and camp equipage,Sodium Hexametaphasphate &Dismantling of compressor after completion of work.
83	Development of tubewell by 1 cusecO.P. Unit as per IS 2800.
84	Development of tubewell by 1 cusec O.P. unit.including Transportation of O.P. unit and its T&P including loading & unloading etc complete.,Installation of O.P. unit including leveling & dressing of site and camp equipage & Dismantling ofO.P. unit after completion of work.
85	PUMPING PLANT & CHLORINATING PLANT
86	SITC of Energy efficient 10 HPAC Submmercible Pumping plant including Soft Starter with submercible flat cable of suitable length, main piping & valves with 08 nos 100 mm dia column pipes, Distance piece for rising main and bypass side, NRV cum pump and Column pipe jointer, power wiring, chemical earthing, painting, wiring of pump house ( internal & external) and installation job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for following duties in Grid Powered Applications(Note : Final amount of Pump taken after deduction of Respected size 2 Sluice valve Rate from given SOR Rate of Pump)(1W +1S)
87	Pressure Transmitter
88	Electrically operated D.I Sluice Valve Metal seated PN 1.0 dia 100 mm
89	SITC of Electonic type chlorinating dosing system (1W + 1S) with 6 LPH capacity 4kg/cm2 working pressure with 200 litres tank and valves pipes with all required accessories
90	POWER CONNECTION
91	10 KW ( Three Phase 25 KVA T/F ) Power connection from UPPCL
92	Power Transmission Line
93	ELECTRICAL AND INSTRUMENTATION
94	SITC of Oil Cooled Servo 20 KVAVoltage Stabilizer (150-460 V Range with protection devices for high low voltage cut off, overload protection included oil filling, earthing and power wiring etc) job complete in all respect with all required material, T&P labour.
95	Internal electrificaton of water work campus
96	Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT iwith RTU panel , 7\" HMI screen , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as per instructions of Engineer -in –charge.
97	100 mm dia CE/UL Certified Electromagnetic flow meters
98	Chain Pulley 1Tonne
99	FOR TUBEWELL NO-2
100	DC/RC Drilling including hiring transportaion, erection, dismantling with loading and unloading of Rig and assosiated T&P complete in all respect including required all material labour and T&P etc.
101	500 mm dia Borehole Drilling up to 100Mtr. Deep using DC/RC technique
102	200/165 MMØ (in over burden/Hard Rock) by using DTHTechnique
103	200 mm.. dia. M.S. Plane Pipe thickiness 7.1 mm s per IS 7206
104	200 mm.. dia. M.S. slot Pipe thickiness 7.1 mm as per IS 8110
105	200 mm. dia. M.S.Ring. 150 mm wide x 12 mm Thick
106	200 mm. dia. Bail Plug made by 12 mm M.S. Plate
107	200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
108	200 mm. dia.Tubewell assembly supporting frame structure fabricated by 150mm× 3 mts long M.S channel.
109	200 mm. dia. well Cap made by 12 mm M.S. Plate
110	Centre guide. M.S.Ring. Of 200 mm size
111	Lowering of above Tubewell assembly including carting upto site and welding of parts complete in all respect with all required material, T&P, labour, etc.
112	200mm.dia. Plain/slotted Pipes from G.L to 100 mbgl
113	Logging of Borehole by Electric Logging
114	Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
115	Development of tubewell by 250 PSI compressor as per IS 11189.
116	Development of tubewell by 250 PSI compressor including Transportation of compressor and its T&P including loading & unloading etc complete,Installation of compressor including leveling & dressing of site and camp equipage,Sodium Hexametaphasphate &Dismantling of compressor after completion of work.
117	Development of tubewell by 1 cusecO.P. Unit as per IS 2800.
118	Development of tubewell by 1 cusec O.P. unit.including Transportation of O.P. unit and its T&P including loading & unloading etc complete.,Installation of O.P. unit including leveling & dressing of site and camp equipage & Dismantling ofO.P. unit after completion of work.
119	PUMPING PLANT & CHLORINATING PLANT
120	SITC of Energy efficient 10 HPAC Submmercible Pumping plant including Soft Starter with submercible flat cable of suitable length, main piping & valves with 08 nos 100 mm dia column pipes, Distance piece for rising main and bypass side, NRV cum pump and Column pipe jointer, power wiring, chemical earthing, painting, wiring of pump house ( internal & external) and installation job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for following duties in Grid Powered Applications(Note : Final amount of Pump taken after deduction of Respected size 2 Sluice valve Rate from given SOR Rate of Pump)(1W +1S)
121	Pressure Transmitter
122	Electrically operated D.I Sluice Valve Metal seated PN 1.0 dia 100 mm
123	SITC of Electonic type chlorinating dosing system (1W + 1S) with 6 LPH capacity 4kg/cm2 working pressure with 200 litres tank and valves pipes with all required accessories
124	POWER CONNECTION
125	10 KW ( Three Phase 25 KVA T/F ) Power connection from UPPCL
126	Power Transmission Line
127	ELECTRICAL AND INSTRUMENTATION
128	SITC of Oil Cooled Servo 20 KVAVoltage Stabilizer (150-460 V Range with protection devices for high low voltage cut off, overload protection included oil filling, earthing and power wiring etc) job complete in all respect with all required material, T&P labour.
129	Internal electrificaton of water work campus
130	Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT iwith RTU panel , 7\" HMI screen , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as per instructions of Engineer -in –charge.
131	100 mm dia CE/UL Certified Electromagnetic flow meters
132	Chain Pulley 1Tonne
133	Haruaa Part A )Civil)
134	Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing betweentwo pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in - charge. (Drawing No.D-1) (Boundary Wall(40x30m) - Gates)
135	Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm thk.around RCC, as per departmental type design and drawing (Drawing No. D-1) and as per specifications laiddown in the bid document, including supply of all material,labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.
136	Supplyandfixingof1.2mwideMSwicketgateincluding fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid downin the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in- charge.
137	ConstructionofInterlockingpavementforapproachtowater works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.
138	Construction of granular sub base by providing coarse grade materials, spreadingin uniform layers including watering and compaction complete.
139	Construction of WBM by providing grade materials, spreadingin uniform layers including watering and compaction complete.
140	Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid mapof existing site enclosed (Drawing no.D-1), including leveling, dressing, excavationandfillingofearth wherenecessaryandalso including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in - charge.
141	Provisionforinsidesquaredrain including supply of all materials, labour and T & P etc. complete.
142	Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.5x1.8x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications forcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
143	Provide all materials, labour, T&P etc. complete and constructed Bye-pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H) mm ) drawing (drawing no.D-3)andas per thespecifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.
144	Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of followingcapacityand staging above ground level with main components, including cost of soil testing and assuming bearingcapacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia.Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming toIS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S.specifications withall jointing materials for proper completion of work, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Constructionof washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.- 4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats
145	100 Kl 18 M Staging
146	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour,T&P etc complete as per instructions of Engineer -in -charge.
147	Ordinary soil
148	Mixed soil with Kankar
149	Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing ofpipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge.
150	100 mm dia K-7
151	Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete asper instructions of Engineer -in - charge.
152	160 mm dia HDPE Pipe PN-6: Class PE-100
153	140 mm dia HDPE Pipe PN-6: Class PE-100
154	110 mm dia HDPE Pipe PN-6: Class PE-100
155	90 mm dia HDPE Pipe PN-6: Class PE-100
156	75 mm dia HDPE Pipe PN-6: Class PE-100
157	63 mm dia HDPE Pipe PN-6: Class PE-100
158	Supply and carting up to site of work of the following dia DI butterfly / sluice valves class I,workingpressure 10Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
159	Sluice valve - 150 mm dia
160	Sluice valve - 100 mm dia
161	Sluice valve - 80 mm dia
162	Scour valve - 80 mm dia
163	Supply and installation, testing etc. ofsingle/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, cartingup to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
164	50 mm
165	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makesiron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxesand insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer -in - charge.
166	Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete forproper completion of work as per instructions of Engineer -in -charge.
167	Sluice valve chamber (masonry Type)
168	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
169	Fire Hydrantchamber (750 (L) X 450 (W) X 1000 (H) mm)
170	Air Valve Chamber
171	350 (L) x 350 (W) x 500 (H) mm
172	Scour Valve Chamber
173	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
174	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T &P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
175	Design and construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone chips (20 mm nominal size) including shuttering and reinforcement, as per technical requirements.
176	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars stirrups binders etc.initial straightning and removal of loose rust ( if necessary)cutting to requisite lenght hooking and bending to correct shape placing in proper position and binding with wire at every inter-section complete asper drawing and direction
177	Water recharge Mechanism within the water works campus
178	Dismantling of the followingtype of road surfaces including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
179	B.O.E. surface
180	Bituminous surface
181	Interlocking Road
182	C.C. Road
183	Reinstatement of the followingtype of road surfaces with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
184	B.O.E. surface( 50% of existing bricks to be reused)
185	Bituminous surface
186	Interlocking Road
187	C.C. Road
188	Nala/Culvert Crossing ( width -3.5 m) upto Dia 300 mm
189	Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe ( 15 mm ) ( above ground )& average 5 mtr. MDPE Pipe ( 20 mm)( below ground) including specials,saddle, Tap,etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineeras per Dwg 12( excluding road restoration)
190	Construction of single tap pillar type stand post as per type design
191	Flow Control Valve for House Hold Connections
192	Sign Board for water work campus
193	Huruaa Part B (E&m)
194	DC/RC Drilling including hiring transportaion, erection, dismantling with loading and unloading of Rig and assosiated T&P complete in all respect including required all material labour and T&P etc.
195	500 mm dia Borehole Drilling up to 100Mtr. Deep using DC/RC technique
196	500 mm dia Borehole Drilling from 101 Mtr. To 120 Mtr.Deep using DC/RC technique
197	200 mm.. dia. M.S. Plane Pipe thickiness 7.1 mm s per IS 7206
198	200 mm.. dia. M.S. slot Pipe thickiness 7.1 mm as per IS 8110
199	200 mm. dia. M.S.Ring. 150 mm wide x 12 mm Thick
200	200 mm. dia. Bail Plug made by 12 mm M.S. Plate
201	200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
202	200 mm. dia.Tubewell assembly supporting frame structure fabricated by 150mm× 3 mts long M.S channel.
203	200 mm. dia. well Cap made by 12 mm M.S. Plate
204	Centre guide. M.S.Ring. Of 200 mm size
205	Lowering of above Tubewell assembly including carting upto site and welding of parts complete in all respect with all required material, T&P, labour, etc.
206	200mm.dia. Plain/slotted Pipes from G.L to 100 mbgl
207	200mm.dia. Plain/slotted Pipes from 100 mbgl to 108 mbgl
208	Logging of Borehole by Electric Logging
209	Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
210	Development of tubewell by 250 PSI compressor as per IS 11189.
211	Development of tubewell by 250 PSI compressor including Transportation of compressor and its T&P including loading & unloading etc complete,Installation of compressor including leveling & dressing of site and camp equipage,Sodium Hexametaphasphate &Dismantling of compressor after completion of work.
212	Development of tubewell by 1 cusecO.P. Unit as per IS 2800.
213	Development of tubewell by 1 cusec O.P. unit.including Transportation of O.P. unit and its T&P including loading & unloading etc complete.,Installation of O.P. unit including leveling & dressing of site and camp equipage & Dismantling ofO.P. unit after completion of work.
214	PUMPING PLANT & CHLORINATING PLANT
215	SITC of Energy efficient 10 HPAC Submmercible Pumping plant including Soft Starter with submercible flat cable of suitable length, main piping & valves with 08 nos 100 mm dia column pipes, Distance piece for rising main and bypass side, NRV cum pump and Column pipe jointer, power wiring, chemical earthing, painting, wiring of pump house ( internal & external) and installation job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for following duties in Grid Powered Applications(Note : Final amount of Pump taken after deduction of Respected size 2 Sluice valve Rate from given SOR Rate of Pump)(1W +1S)
216	Pressure Transmitter
217	Electrically operated D.I Sluice Valve Metal seated PN 1.0 dia 100 mm
218	SITC of Electonic type chlorinating dosing system (1W + 1S) with 6 LPH capacity 4kg/cm2 working pressure with 200 litres tank and valves pipes with all required accessories
219	POWER CONNECTION
220	10 KW ( Three Phase 25 KVA T/F ) Power connection from UPPCL
221	Power Transmission Line
222	ELECTRICAL AND INSTRUMENTATION
223	SITC of Oil Cooled Servo 20 KVAVoltage Stabilizer (150-460 V Range with protection devices for high low voltage cut off, overload protection included oil filling, earthing and power wiring etc) job complete in all respect with all required material, T&P labour.
224	Internal electrificaton of water work campus
225	Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT iwith RTU panel , 7\" HMI screen , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as per instructions of Engineer -in –charge.
226	100 mm dia CE/UL Certified Electromagnetic flow meters
227	Chain Pulley 1Tonne
228	Kela Bela Part A (Civil)
229	Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing betweentwo pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in - charge. (Drawing No.D-1) (Boundary Wall(40x30m) - Gates)
230	Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm thk.around RCC, as per departmental type design and drawing (Drawing No. D-1) and as per specifications laiddown in the bid document, including supply of all material,labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.
231	Supplyandfixingof1.2mwideMSwicketgateincluding fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid downin the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in- charge.
232	ConstructionofInterlockingpavementforapproachtowater works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.
233	Construction of granular sub base by providing coarse grade materials, spreadingin uniform layers including watering and compaction complete.
234	Construction of WBM by providing grade materials, spreadingin uniform layers including watering and compaction complete.
235	Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid mapof existing site enclosed (Drawing no.D-1), including leveling, dressing, excavationandfillingofearth wherenecessaryandalso including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in - charge.
236	Provisionforinsidesquaredrain including supply of all materials, labour and T & P etc. complete.
237	Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.5x1.8x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications forcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
238	Provide all materials, labour, T&P etc. complete and constructed Bye-pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H) mm ) drawing (drawing no.D-3)andas per thespecifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.
239	Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of followingcapacityand staging above ground level with main components, including cost of soil testing and assuming bearingcapacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia.Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming toIS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S.specifications withall jointing materials for proper completion of work, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Constructionof washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.- 4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats
240	250 Kl 18 M Staging
241	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour,T&P etc complete as per instructions of Engineer -in -charge.
242	Ordinary soil
243	Mixed soil with Kankar
244	Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing ofpipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge.
245	100 mm dia K-7
246	Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete asper instructions of Engineer -in - charge.
247	200 mm dia HDPE Pipe PN-6: Class PE-100
248	180 mm dia HDPE Pipe PN-6: Class PE-100
249	160 mm dia HDPE Pipe PN-6: Class PE-100
250	140 mm dia HDPE Pipe PN-6: Class PE-100
251	110 mm dia HDPE Pipe PN-6: Class PE-100
252	90 mm dia HDPE Pipe PN-6: Class PE-100
253	75 mm dia HDPE Pipe PN-6: Class PE-100
254	63 mm dia HDPE Pipe PN-6: Class PE-100
255	Supply and carting up to site of work of the following dia DI butterfly / sluice valves class I,workingpressure 10Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
256	Sluice valve - 200 mm dia
257	Sluice valve - 100 mm dia
258	Sluice valve - 80 mm dia
259	Scour valve - 80 mm dia
260	Supply and installation, testing etc. ofsingle/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, cartingup to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
261	50 mm
262	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makesiron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxesand insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer -in - charge.
263	Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete forproper completion of work as per instructions of Engineer -in -charge.
264	Sluice valve chamber (masonry Type)
265	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
266	Fire Hydrantchamber (750 (L) X 450 (W) X 1000 (H) mm)
267	Air Valve Chamber
268	350 (L) x 350 (W) x 500 (H) mm
269	Scour Valve Chamber
270	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
271	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T &P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
272	Design and construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone chips (20 mm nominal size) including shuttering and reinforcement, as per technical requirements.
273	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars stirrups binders etc.initial straightning and removal of loose rust ( if necessary)cutting to requisite lenght hooking and bending to correct shape placing in proper position and binding with wire at every inter-section complete asper drawing and direction
274	Water recharge Mechanism within the water works campus
275	Dismantling of the followingtype of road surfaces including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
276	B.O.E. surface
277	Bituminous surface
278	Interlocking Road
279	C.C. Road
280	Reinstatement of the followingtype of road surfaces with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
281	B.O.E. surface( 50% of existing bricks to be reused)
282	Bituminous surface
283	Interlocking Road
284	C.C. Road
285	Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. ( casing of pipe is done by concreting)
286	Nala/Culvert Crossing ( width -3.5 m) upto Dia 300 mm
287	Trenchless crossings
288	Surveysite Investigation Planning , design Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ), Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & madefrom confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminouspaint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit, Dewatering arrangement, Supporting system for soil,also including supply and fixing of 2 no Sluice valve ISI Mark, construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe, as per specification given in the bid documents including supply of all materials, labour T&P etc. for proper completion of work as per instruction of Engineer.
289	State Highway road crossing(Upto Dia 350 mm)
290	Road Crossing- Excavation in foundation of trench of proper sizein soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 withappropriate size, with rubber ring joint,sand filling in gap inside RCC pipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gaugebrick ballastlocal sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc.Complete for proper completion of work as per instruction of Engineer.
291	250 mm dia. Pipe
292	Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe ( 15 mm ) ( above ground )& average 5 mtr. MDPE Pipe ( 20 mm)( below ground) including specials,saddle, Tap,etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineeras per Dwg 12( excluding road restoration)
293	Construction of single tap pillar type stand post as per type design
294	Flow Control Valve for House Hold Connections
295	Sign Board for water work campus
296	Kela Bela Part B (E&M)
297	DC/RC Drilling including hiring transportaion, erection, dismantling with loading and unloading of Rig and assosiated T&P complete in all respect including required all material labour and T&P etc.
298	500 mm dia Borehole Drilling up to 100Mtr. Deep using DC/RC technique
299	500 mm dia Borehole Drilling from 101 Mtr. To 120 Mtr.Deep using DC/RC technique
300	200 mm.. dia. M.S. Plane Pipe thickiness 7.1 mm s per IS 7206
301	200 mm.. dia. M.S. slot Pipe thickiness 7.1 mm as per IS 8110
302	200 mm. dia. M.S.Ring. 150 mm wide x 12 mm Thick
303	200 mm. dia. Bail Plug made by 12 mm M.S. Plate
304	200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
305	200 mm. dia.Tubewell assembly supporting frame structure fabricated by 150mm× 3 mts long M.S channel.
306	200 mm. dia. well Cap made by 12 mm M.S. Plate
307	Centre guide. M.S.Ring. Of 200 mm size
308	Lowering of above Tubewell assembly including carting upto site and welding of parts complete in all respect with all required material, T&P, labour, etc.
309	200mm.dia. Plain/slotted Pipes from G.L to 100 mbgl
310	200mm.dia. Plain/slotted Pipes from 100 mbgl to 108 mbgl
311	Logging of Borehole by Electric Logging
312	Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
313	Development of tubewell by 250 PSI compressor as per IS 11189.
314	Development of tubewell by 250 PSI compressor including Transportation of compressor and its T&P including loading & unloading etc complete,Installation of compressor including leveling & dressing of site and camp equipage,Sodium Hexametaphasphate &Dismantling of compressor after completion of work.
315	Development of tubewell by 1 cusecO.P. Unit as per IS 2800.
316	Development of tubewell by 1 cusec O.P. unit.including Transportation of O.P. unit and its T&P including loading & unloading etc complete.,Installation of O.P. unit including leveling & dressing of site and camp equipage & Dismantling ofO.P. unit after completion of work.
317	PUMPING PLANT & CHLORINATING PLANT
318	SITC of Energy efficient 12.5 HPAC Submmercible Pumping plant including Soft Starter with submercible flat cable of suitable length, main piping & valves with 08 nos 100 mm dia column pipes, Distance piece for rising main and bypass side, NRV cum pump and Column pipe jointer, power wiring, chemical earthing, painting, wiring of pump house ( internal & external) and installation job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for following duties in Grid Powered Applications(Note : Final amount of Pump taken after deduction of Respected size 2 Sluice valve Rate from given SOR Rate of Pump)(1W +1S)
319	Pressure Transmitter
320	Electrically operated D.I Sluice Valve Metal seated PN 1.0 dia 100 mm
321	SITC of Electonic type chlorinating dosing system (1W + 1S) with 6 LPH capacity 4kg/cm2 working pressure with 200 litres tank and valves pipes with all required accessories
322	POWER CONNECTION
323	15 KW ( Three Phase 25 KVA T/F ) Power connection from UPPCL
324	Power Transmission Line
325	ELECTRICAL AND INSTRUMENTATION
326	SITC of Oil Cooled Servo 20 KVAVoltage Stabilizer (150-460 V Range with protection devices for high low voltage cut off, overload protection included oil filling, earthing and power wiring etc) job complete in all respect with all required material, T&P labour.
327	Internal electrificaton of water work campus
328	Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT iwith RTU panel , 7\" HMI screen , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as per instructions of Engineer -in –charge.
329	100 mm dia CE/UL Certified Electromagnetic flow meters
330	Chain Pulley 1Tonne
331	FOR TUBEWELL NO-2
332	DC/RC Drilling including hiring transportaion, erection, dismantling with loading and unloading of Rig and assosiated T&P complete in all respect including required all material labour and T&P etc.
333	500 mm dia Borehole Drilling up to 100Mtr. Deep using DC/RC technique
334	500 mm dia Borehole Drilling from 101 Mtr. To 120 Mtr.Deep using DC/RC technique
335	200 mm.. dia. M.S. Plane Pipe thickiness 7.1 mm s per IS 7206
336	200 mm.. dia. M.S. slot Pipe thickiness 7.1 mm as per IS 8110
337	200 mm. dia. M.S.Ring. 150 mm wide x 12 mm Thick
338	200 mm. dia. Bail Plug made by 12 mm M.S. Plate
339	200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
340	200 mm. dia.Tubewell assembly supporting frame structure fabricated by 150mm× 3 mts long M.S channel.
341	200 mm. dia. well Cap made by 12 mm M.S. Plate
342	Centre guide. M.S.Ring. Of 200 mm size
343	Lowering of above Tubewell assembly including carting upto site and welding of parts complete in all respect with all required material, T&P, labour, etc.
344	200mm.dia. Plain/slotted Pipes from G.L to 100 mbgl
345	200mm.dia. Plain/slotted Pipes from 100 mbgl to 108 mbgl
346	Logging of Borehole by Electric Logging
347	Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
348	Development of tubewell by 250 PSI compressor as per IS 11189.
349	Development of tubewell by 250 PSI compressor including Transportation of compressor and its T&P including loading & unloading etc complete,Installation of compressor including leveling & dressing of site and camp equipage,Sodium Hexametaphasphate &Dismantling of compressor after completion of work.
350	Development of tubewell by 1 cusecO.P. Unit as per IS 2800.
351	Development of tubewell by 1 cusec O.P. unit.including Transportation of O.P. unit and its T&P including loading & unloading etc complete.,Installation of O.P. unit including leveling & dressing of site and camp equipage & Dismantling ofO.P. unit after completion of work.
352	PUMPING PLANT & CHLORINATING PLANT
353	SITC of Energy efficient 12.5 HPAC Submmercible Pumping plant including Soft Starter with submercible flat cable of suitable length, main piping & valves with 08 nos 100 mm dia column pipes, Distance piece for rising main and bypass side, NRV cum pump and Column pipe jointer, power wiring, chemical earthing, painting, wiring of pump house ( internal & external) and installation job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for following duties in Grid Powered Applications(Note : Final amount of Pump taken after deduction of Respected size 2 Sluice valve Rate from given SOR Rate of Pump)(1W +1S)
354	Pressure Transmitter
355	Electrically operated D.I Sluice Valve Metal seated PN 1.0 dia 100 mm
356	SITC of Electonic type chlorinating dosing system (1W + 1S) with 6 LPH capacity 4kg/cm2 working pressure with 200 litres tank and valves pipes with all required accessories
357	POWER CONNECTION
358	15 KW ( Three Phase 25 KVA T/F ) Power connection from UPPCL
359	Power Transmission Line
360	ELECTRICAL AND INSTRUMENTATION
361	SITC of Oil Cooled Servo 20 KVAVoltage Stabilizer (150-460 V Range with protection devices for high low voltage cut off, overload protection included oil filling, earthing and power wiring etc) job complete in all respect with all required material, T&P labour.
362	Internal electrificaton of water work campus
363	Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT iwith RTU panel , 7\" HMI screen , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as per instructions of Engineer -in –charge.
364	100 mm dia CE/UL Certified Electromagnetic flow meters
365	Chain Pulley 1Tonne
366	Mevali Part A (Civil)
367	Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing betweentwo pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in - charge. (Drawing No.D-1) (Boundary Wall(40x30m) - Gates)
368	Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm thk.around RCC, as per departmental type design and drawing (Drawing No. D-1) and as per specifications laiddown in the bid document, including supply of all material,labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.
369	Supplyandfixingof1.2mwideMSwicketgateincluding fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid downin the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in- charge.
370	ConstructionofInterlockingpavementforapproachtowater works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.
371	Construction of granular sub base by providing coarse grade materials, spreadingin uniform layers including watering and compaction complete.
372	Construction of WBM by providing grade materials, spreadingin uniform layers including watering and compaction complete.
373	Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid mapof existing site enclosed (Drawing no.D-1), including leveling, dressing, excavationandfillingofearth wherenecessaryandalso including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in - charge.
374	Provisionforinsidesquaredrain including supply of all materials, labour and T & P etc. complete.
375	Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.5x1.8x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications forcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
376	Provide all materials, labour, T&P etc. complete and constructed Bye-pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H) mm ) drawing (drawing no.D-3)andas per thespecifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.
377	Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of followingcapacityand staging above ground level with main components, including cost of soil testing and assuming bearingcapacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia.Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming toIS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S.specifications withall jointing materials for proper completion of work, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Constructionof washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.- 4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats
378	75 Kl 18 M Staging
379	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour,T&P etc complete as per instructions of Engineer -in -charge.
380	Ordinary soil
381	Mixed soil with Kankar
382	Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing ofpipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge.
383	100 mm dia K-7
384	Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete asper instructions of Engineer -in - charge.
385	160 mm dia HDPE Pipe PN-6: Class PE-100
386	140 mm dia HDPE Pipe PN-6: Class PE-100
387	110 mm dia HDPE Pipe PN-6: Class PE-100
388	90 mm dia HDPE Pipe PN-6: Class PE-100
389	75 mm dia HDPE Pipe PN-6: Class PE-100
390	63 mm dia HDPE Pipe PN-6: Class PE-100
391	Supply and carting up to site of work of the following dia DI butterfly / sluice valves class I,workingpressure 10Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
392	Sluice valve - 125 mm dia
393	Sluice valve - 100 mm dia
394	Sluice valve - 80 mm dia
395	Scour valve - 80 mm dia
396	Supply and installation, testing etc. ofsingle/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, cartingup to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
397	50 mm
398	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makesiron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxesand insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer -in - charge.
399	Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete forproper completion of work as per instructions of Engineer -in -charge.
400	Sluice valve chamber (masonry Type)
401	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
402	Fire Hydrantchamber (750 (L) X 450 (W) X 1000 (H) mm)
403	Air Valve Chamber
404	350 (L) x 350 (W) x 500 (H) mm
405	Scour Valve Chamber
406	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
407	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T &P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
408	Design and construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone chips (20 mm nominal size) including shuttering and reinforcement, as per technical requirements.
409	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars stirrups binders etc.initial straightning and removal of loose rust ( if necessary)cutting to requisite lenght hooking and bending to correct shape placing in proper position and binding with wire at every inter-section complete asper drawing and direction
410	Water recharge Mechanism within the water works campus
411	Dismantling of the followingtype of road surfaces including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
412	B.O.E. surface
413	Bituminous surface
414	Interlocking Road
415	C.C. Road
416	Reinstatement of the followingtype of road surfaces with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
417	B.O.E. surface( 50% of existing bricks to be reused)
418	Bituminous surface
419	Interlocking Road
420	C.C. Road
421	Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. ( casing of pipe is done by concreting)
422	Nala/Culvert Crossing ( width -3.5 m) upto Dia 300 mm
423	Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe ( 15 mm ) ( above ground )& average 5 mtr. MDPE Pipe ( 20 mm)( below ground) including specials,saddle, Tap,etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineeras per Dwg 12( excluding road restoration)
424	Construction of single tap pillar type stand post as per type design
425	Flow Control Valve for House Hold Connections
426	Sign Board for water work campus
427	Mevali Part B (E&M)
428	DC/RC Drilling including hiring transportaion, erection, dismantling with loading and unloading of Rig and assosiated T&P complete in all respect including required all material labour and T&P etc.
429	500 mm dia Borehole Drilling up to 100Mtr. Deep using DC/RC technique
430	500 mm dia Borehole Drilling from 101 Mtr. To 120 Mtr.Deep using DC/RC technique
431	200 mm.. dia. M.S. Plane Pipe thickiness 7.1 mm s per IS 7206
432	200 mm.. dia. M.S. slot Pipe thickiness 7.1 mm as per IS 8110
433	200 mm. dia. M.S.Ring. 150 mm wide x 12 mm Thick
434	200 mm. dia. Bail Plug made by 12 mm M.S. Plate
435	200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
436	200 mm. dia.Tubewell assembly supporting frame structure fabricated by 150mm× 3 mts long M.S channel.
437	200 mm. dia. well Cap made by 12 mm M.S. Plate
438	Centre guide. M.S.Ring. Of 200 mm size
439	Lowering of above Tubewell assembly including carting upto site and welding of parts complete in all respect with all required material, T&P, labour, etc.
440	200mm.dia. Plain/slotted Pipes from G.L to 100 mbgl
441	200mm.dia. Plain/slotted Pipes from 100 mbgl to 108 mbgl
442	Logging of Borehole by Electric Logging
443	Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
444	Development of tubewell by 250 PSI compressor as per IS 11189.
445	Development of tubewell by 250 PSI compressor including Transportation of compressor and its T&P including loading & unloading etc complete,Installation of compressor including leveling & dressing of site and camp equipage,Sodium Hexametaphasphate &Dismantling of compressor after completion of work.
446	Development of tubewell by 1 cusecO.P. Unit as per IS 2800.
447	Development of tubewell by 1 cusec O.P. unit.including Transportation of O.P. unit and its T&P including loading & unloading etc complete.,Installation of O.P. unit including leveling & dressing of site and camp equipage & Dismantling ofO.P. unit after completion of work.
448	PUMPING PLANT & CHLORINATING PLANT
449	SITC of Energy efficient 7.5 HPAC Submmercible Pumping plant including Soft Starter with submercible flat cable of suitable length, main piping & valves with 08 nos 80 mm dia column pipes, Distance piece for rising main and bypass side, NRV cum pump and Column pipe jointer, power wiring, chemical earthing, painting, wiring of pump house ( internal & external) and installation job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for following duties in Grid Powered Applications(Note : Final amount of Pump taken after deduction of Respected size 2 Sluice valve Rate from given SOR Rate of Pump)(1W +1S)
450	Pressure Transmitter
451	Electrically operated D.I Sluice Valve Metal seated PN 1.0 dia 80 mm
452	SITC of Electonic type chlorinating dosing system (1W + 1S) with 6 LPH capacity 4kg/cm2 working pressure with 200 litres tank and valves pipes with all required accessories
453	POWER CONNECTION
454	10 KW ( Three Phase 25 KVA T/F ) Power connection from UPPCL
455	Power Transmission Line
456	ELECTRICAL AND INSTRUMENTATION
457	SITC of Oil Cooled Servo 15 KVAVoltage Stabilizer (150-460 V Range with protection devices for high low voltage cut off, overload protection included oil filling, earthing and power wiring etc) job complete in all respect with all required material, T&P labour.
458	Internal electrificaton of water work campus
459	Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT iwith RTU panel , 7\" HMI screen , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as per instructions of Engineer -in –charge.
460	80 mm dia CE/UL Certified Electromagnetic flow meters
461	Chain Pulley 1Tonne
462	Piparadad Part A (Civil)
463	Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing betweentwo pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in - charge. (Drawing No.D-1) (Boundary Wall(40x30m) - Gates)
464	Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm thk.around RCC, as per departmental type design and drawing (Drawing No. D-1) and as per specifications laiddown in the bid document, including supply of all material,labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.
465	Supplyandfixingof1.2mwideMSwicketgateincluding fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid downin the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in- charge.
466	ConstructionofInterlockingpavementforapproachtowater works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.
467	Construction of granular sub base by providing coarse grade materials, spreadingin uniform layers including watering and compaction complete.
468	Construction of WBM by providing grade materials, spreadingin uniform layers including watering and compaction complete.
469	Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid mapof existing site enclosed (Drawing no.D-1), including leveling, dressing, excavationandfillingofearth wherenecessaryandalso including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in - charge.
470	Provisionforinsidesquaredrain including supply of all materials, labour and T & P etc. complete.
471	Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.5x1.8x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications forcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
472	Provide all materials, labour, T&P etc. complete and constructed Bye-pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H) mm ) drawing (drawing no.D-3)andas per thespecifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.
473	Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of followingcapacityand staging above ground level with main components, including cost of soil testing and assuming bearingcapacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia.Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming toIS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S.specifications withall jointing materials for proper completion of work, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Constructionof washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.- 4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats
474	200 Kl 18 M Staging
475	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour,T&P etc complete as per instructions of Engineer -in -charge.
476	Ordinary soil
477	Mixed soil with Kankar
478	Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing ofpipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge.
479	100 mm dia K-7
480	Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete asper instructions of Engineer -in - charge.
481	200 mm dia HDPE Pipe PN-6: Class PE-100
482	180 mm dia HDPE Pipe PN-6: Class PE-100
483	160 mm dia HDPE Pipe PN-6: Class PE-100
484	140 mm dia HDPE Pipe PN-6: Class PE-100
485	110 mm dia HDPE Pipe PN-6: Class PE-100
486	90 mm dia HDPE Pipe PN-6: Class PE-100
487	75 mm dia HDPE Pipe PN-6: Class PE-100
488	63 mm dia HDPE Pipe PN-6: Class PE-100
489	Supply and carting up to site of work of the following dia DI butterfly / sluice valves class I,workingpressure 10Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
490	Sluice valve - 200 mm dia
491	Sluice valve - 125 mm dia
492	Sluice valve - 100 mm dia
493	Sluice valve - 80 mm dia
494	Scour valve - 80 mm dia
495	Supply and installation, testing etc. ofsingle/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, cartingup to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
496	50 mm
497	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makesiron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxesand insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer -in - charge.
498	Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete forproper completion of work as per instructions of Engineer -in -charge.
499	Sluice valve chamber (masonry Type)
500	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
501	Fire Hydrantchamber (750 (L) X 450 (W) X 1000 (H) mm)
502	Air Valve Chamber
503	350 (L) x 350 (W) x 500 (H) mm
504	Scour Valve Chamber
505	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
506	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T &P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
507	Design and construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone chips (20 mm nominal size) including shuttering and reinforcement, as per technical requirements.
508	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars stirrups binders etc.initial straightning and removal of loose rust ( if necessary)cutting to requisite lenght hooking and bending to correct shape placing in proper position and binding with wire at every inter-section complete asper drawing and direction
509	Water recharge Mechanism within the water works campus
510	Dismantling of the followingtype of road surfaces including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
511	B.O.E. surface
512	Bituminous surface
513	Interlocking Road
514	C.C. Road
515	Reinstatement of the followingtype of road surfaces with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
516	B.O.E. surface( 50% of existing bricks to be reused)
517	Bituminous surface
518	Interlocking Road
519	C.C. Road
520	Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. ( casing of pipe is done by concreting)
521	Nala/Culvert Crossing ( width -3.5 m) upto Dia 300 mm
522	Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe ( 15 mm ) ( above ground )& average 5 mtr. MDPE Pipe ( 20 mm)( below ground) including specials,saddle, Tap,etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineeras per Dwg 12( excluding road restoration)
523	Construction of single tap pillar type stand post as per type design
524	Flow Control Valve for House Hold Connections
525	Sign Board for water work campus
526	Piparadad Part B (E&M)
527	DC/RC Drilling including hiring transportaion, erection, dismantling with loading and unloading of Rig and assosiated T&P complete in all respect including required all material labour and T&P etc.
528	500 mm dia Borehole Drilling up to 100Mtr. Deep using DC/RC technique
529	500 mm dia Borehole Drilling from 101 Mtr. To 120 Mtr.Deep using DC/RC technique
530	200 mm.. dia. M.S. Plane Pipe thickiness 7.1 mm s per IS 7206
531	200 mm.. dia. M.S. slot Pipe thickiness 7.1 mm as per IS 8110
532	200 mm. dia. M.S.Ring. 150 mm wide x 12 mm Thick
533	200 mm. dia. Bail Plug made by 12 mm M.S. Plate
534	200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
535	200 mm. dia.Tubewell assembly supporting frame structure fabricated by 150mm× 3 mts long M.S channel.
536	200 mm. dia. well Cap made by 12 mm M.S. Plate
537	Centre guide. M.S.Ring. Of 200 mm size
538	Lowering of above Tubewell assembly including carting upto site and welding of parts complete in all respect with all required material, T&P, labour, etc.
539	200mm.dia. Plain/slotted Pipes from G.L to 100 mbgl
540	200mm.dia. Plain/slotted Pipes from 100 mbgl to 108 mbgl
541	Logging of Borehole by Electric Logging
542	Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
543	Development of tubewell by 250 PSI compressor as per IS 11189.
544	Development of tubewell by 250 PSI compressor including Transportation of compressor and its T&P including loading & unloading etc complete,Installation of compressor including leveling & dressing of site and camp equipage,Sodium Hexametaphasphate &Dismantling of compressor after completion of work.
545	Development of tubewell by 1 cusecO.P. Unit as per IS 2800.
546	Development of tubewell by 1 cusec O.P. unit.including Transportation of O.P. unit and its T&P including loading & unloading etc complete.,Installation of O.P. unit including leveling & dressing of site and camp equipage & Dismantling ofO.P. unit after completion of work.
547	PUMPING PLANT & CHLORINATING PLANT
548	SITC of Energy efficient 10 HPAC Submmercible Pumping plant including Soft Starter with submercible flat cable of suitable length, main piping & valves with 08 nos 100 mm dia column pipes, Distance piece for rising main and bypass side, NRV cum pump and Column pipe jointer, power wiring, chemical earthing, painting, wiring of pump house ( internal & external) and installation job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for following duties in Grid Powered Applications(Note : Final amount of Pump taken after deduction of Respected size 2 Sluice valve Rate from given SOR Rate of Pump)(1W +1S)
549	Pressure Transmitter
550	Electrically operated D.I Sluice Valve Metal seated PN 1.0 dia 100 mm
551	SITC of Electonic type chlorinating dosing system (1W + 1S) with 6 LPH capacity 4kg/cm2 working pressure with 200 litres tank and valves pipes with all required accessories
552	POWER CONNECTION
553	10 KW ( Three Phase 25 KVA T/F ) Power connection from UPPCL
554	Power Transmission Line
555	ELECTRICAL AND INSTRUMENTATION
556	SITC of Oil Cooled Servo 20 KVAVoltage Stabilizer (150-460 V Range with protection devices for high low voltage cut off, overload protection included oil filling, earthing and power wiring etc) job complete in all respect with all required material, T&P labour.
557	Internal electrificaton of water work campus
558	Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT iwith RTU panel , 7\" HMI screen , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as per instructions of Engineer -in –charge.
559	100 mm dia CE/UL Certified Electromagnetic flow meters
560	Chain Pulley 1Tonne
561	FOR TUBEWELL NO-2
562	DC/RC Drilling including hiring transportaion, erection, dismantling with loading and unloading of Rig and assosiated T&P complete in all respect including required all material labour and T&P etc.
563	500 mm dia Borehole Drilling up to 100Mtr. Deep using DC/RC technique
564	500 mm dia Borehole Drilling from 101 Mtr. To 120 Mtr.Deep using DC/RC technique
565	200 mm.. dia. M.S. Plane Pipe thickiness 7.1 mm s per IS 7206
566	200 mm.. dia. M.S. slot Pipe thickiness 7.1 mm as per IS 8110
567	200 mm. dia. M.S.Ring. 150 mm wide x 12 mm Thick
568	200 mm. dia. Bail Plug made by 12 mm M.S. Plate
569	200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
570	200 mm. dia.Tubewell assembly supporting frame structure fabricated by 150mm× 3 mts long M.S channel.
571	200 mm. dia. well Cap made by 12 mm M.S. Plate
572	Centre guide. M.S.Ring. Of 200 mm size
573	Lowering of above Tubewell assembly including carting upto site and welding of parts complete in all respect with all required material, T&P, labour, etc.
574	200mm.dia. Plain/slotted Pipes from G.L to 100 mbgl
575	200mm.dia. Plain/slotted Pipes from 100 mbgl to 108 mbgl
576	Logging of Borehole by Electric Logging
577	Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
578	Development of tubewell by 250 PSI compressor as per IS 11189.
579	Development of tubewell by 250 PSI compressor including Transportation of compressor and its T&P including loading & unloading etc complete,Installation of compressor including leveling & dressing of site and camp equipage,Sodium Hexametaphasphate &Dismantling of compressor after completion of work.
580	Development of tubewell by 1 cusecO.P. Unit as per IS 2800.
581	Development of tubewell by 1 cusec O.P. unit.including Transportation of O.P. unit and its T&P including loading & unloading etc complete.,Installation of O.P. unit including leveling & dressing of site and camp equipage & Dismantling ofO.P. unit after completion of work.
582	PUMPING PLANT & CHLORINATING PLANT
583	SITC of Energy efficient 10 HPAC Submmercible Pumping plant including Soft Starter with submercible flat cable of suitable length, main piping & valves with 08 nos 100 mm dia column pipes, Distance piece for rising main and bypass side, NRV cum pump and Column pipe jointer, power wiring, chemical earthing, painting, wiring of pump house ( internal & external) and installation job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for following duties in Grid Powered Applications(Note : Final amount of Pump taken after deduction of Respected size 2 Sluice valve Rate from given SOR Rate of Pump)(1W +1S)
584	Pressure Transmitter
585	Electrically operated D.I Sluice Valve Metal seated PN 1.0 dia 100 mm
586	SITC of Electonic type chlorinating dosing system (1W + 1S) with 6 LPH capacity 4kg/cm2 working pressure with 200 litres tank and valves pipes with all required accessories
587	POWER CONNECTION
588	10 KW ( Three Phase 25 KVA T/F ) Power connection from UPPCL
589	Power Transmission Line
590	ELECTRICAL AND INSTRUMENTATION
591	SITC of Oil Cooled Servo 20 KVAVoltage Stabilizer (150-460 V Range with protection devices for high low voltage cut off, overload protection included oil filling, earthing and power wiring etc) job complete in all respect with all required material, T&P labour.
592	Internal electrificaton of water work campus
593	Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT iwith RTU panel , 7\" HMI screen , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as per instructions of Engineer -in –charge.
594	100 mm dia CE/UL Certified Electromagnetic flow meters
595	Chain Pulley 1Tonne
596	Saraiya Part A (Civil)
597	Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing betweentwo pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in - charge. (Drawing No.D-1) (Boundary Wall(40x30m) - Gates)
598	Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm thk.around RCC, as per departmental type design and drawing (Drawing No. D-1) and as per specifications laiddown in the bid document, including supply of all material,labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.
599	Supplyandfixingof1.2mwideMSwicketgateincluding fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid downin the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in- charge.
600	ConstructionofInterlockingpavementforapproachtowater works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.
601	Construction of granular sub base by providing coarse grade materials, spreadingin uniform layers including watering and compaction complete.
602	Construction of WBM by providing grade materials, spreadingin uniform layers including watering and compaction complete.
603	Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid mapof existing site enclosed (Drawing no.D-1), including leveling, dressing, excavationandfillingofearth wherenecessaryandalso including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in - charge.
604	Provisionforinsidesquaredrain including supply of all materials, labour and T & P etc. complete.
605	Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.5x1.8x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications forcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
606	Provide all materials, labour, T&P etc. complete and constructed Bye-pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H) mm ) drawing (drawing no.D-3)andas per thespecifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.
607	Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of followingcapacityand staging above ground level with main components, including cost of soil testing and assuming bearingcapacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia.Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming toIS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S.specifications withall jointing materials for proper completion of work, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Constructionof washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.- 4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats
608	50 Kl 12 M Staging
609	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour,T&P etc complete as per instructions of Engineer -in -charge.
610	Ordinary soil
611	Mixed soil with Kankar
612	Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing ofpipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge.
613	100 mm dia K-7
614	Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete asper instructions of Engineer -in - charge.
615	140 mm dia HDPE Pipe PN-6: Class PE-100
616	110 mm dia HDPE Pipe PN-6: Class PE-100
617	90 mm dia HDPE Pipe PN-6: Class PE-100
618	75 mm dia HDPE Pipe PN-6: Class PE-100
619	63 mm dia HDPE Pipe PN-6: Class PE-100
620	Supply and carting up to site of work of the following dia DI butterfly / sluice valves class I,workingpressure 10Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
621	Sluice valve - 125 mm dia
622	Sluice valve - 100 mm dia
623	Sluice valve - 80 mm dia
624	Scour valve - 80 mm dia
625	Supply and installation, testing etc. ofsingle/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, cartingup to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
626	50 mm
627	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makesiron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxesand insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer -in - charge.
628	Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete forproper completion of work as per instructions of Engineer -in -charge.
629	Sluice valve chamber (masonry Type)
630	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
631	Fire Hydrantchamber (750 (L) X 450 (W) X 1000 (H) mm)
632	Air Valve Chamber
633	350 (L) x 350 (W) x 500 (H) mm
634	Scour Valve Chamber
635	dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
636	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T &P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
637	Design and construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone chips (20 mm nominal size) including shuttering and reinforcement, as per technical requirements.
638	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars stirrups binders etc.initial straightning and removal of loose rust ( if necessary)cutting to requisite lenght hooking and bending to correct shape placing in proper position and binding with wire at every inter-section complete asper drawing and direction
639	Water recharge Mechanism within the water works campus
640	Dismantling of the followingtype of road surfaces including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
641	B.O.E. surface
642	Bituminous surface
643	Interlocking Road
644	C.C. Road
645	Reinstatement of the followingtype of road surfaces with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
646	B.O.E. surface( 50% of existing bricks to be reused)
647	Bituminous surface
648	Interlocking Road
649	C.C. Road
650	Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. ( casing of pipe is done by concreting)
651	Nala/Culvert Crossing ( width -3.5 m) upto Dia 300 mm
652	Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe ( 15 mm ) ( above ground )& average 5 mtr. MDPE Pipe ( 20 mm)( below ground) including specials,saddle, Tap,etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineeras per Dwg 12( excluding road restoration)
653	Construction of single tap pillar type stand post as per type design
654	Flow Control Valve for House Hold Connections
655	Sign Board for water work campus
656	Saraiya Part B (E&M)
657	DC/RC Drilling including hiring transportaion, erection, dismantling with loading and unloading of Rig and assosiated T&P complete in all respect including required all material labour and T&P etc.
658	500 mm dia Borehole Drilling up to 100Mtr. Deep using DC/RC technique
659	500 mm dia Borehole Drilling from 101 Mtr. To 120 Mtr.Deep using DC/RC technique
660	200 mm.. dia. M.S. Plane Pipe thickiness 7.1 mm s per IS 7206
661	200 mm.. dia. M.S. slot Pipe thickiness 7.1 mm as per IS 8110
662	200 mm. dia. M.S.Ring. 150 mm wide x 12 mm Thick
663	200 mm. dia. Bail Plug made by 12 mm M.S. Plate
664	200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
665	200 mm. dia.Tubewell assembly supporting frame structure fabricated by 150mm× 3 mts long M.S channel.
666	200 mm. dia. well Cap made by 12 mm M.S. Plate
667	Centre guide. M.S.Ring. Of 200 mm size
668	Lowering of above Tubewell assembly including carting upto site and welding of parts complete in all respect with all required material, T&P, labour, etc.
669	200mm.dia. Plain/slotted Pipes from G.L to 100 mbgl
670	200mm.dia. Plain/slotted Pipes from 100 mbgl to 108 mbgl
671	Logging of Borehole by Electric Logging
672	Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
673	Development of tubewell by 250 PSI compressor as per IS 11189.
674	Development of tubewell by 250 PSI compressor including Transportation of compressor and its T&P including loading & unloading etc complete,Installation of compressor including leveling & dressing of site and camp equipage,Sodium Hexametaphasphate &Dismantling of compressor after completion of work.
675	Development of tubewell by 1 cusecO.P. Unit as per IS 2800.
676	Development of tubewell by 1 cusec O.P. unit.including Transportation of O.P. unit and its T&P including loading & unloading etc complete.,Installation of O.P. unit including leveling & dressing of site and camp equipage & Dismantling ofO.P. unit after completion of work.
677	PUMPING PLANT & CHLORINATING PLANT
678	SITC of Energy efficient 5 HPAC Submmercible Pumping plant including Soft Starter with submercible flat cable of suitable length, main piping & valves with 08 nos column pipes, Distance piece for rising main and bypass side, NRV cum pump and Column pipe jointer, power wiring, chemical earthing, painting, wiring of pump house ( internal & external) and installation job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for following duties in Grid Powered Applications(Note : Final amount of Pump taken after deduction of Respected size 2 Sluice valve and column pipe Rate from given SOR Rate of Pump)(1W+1S)
679	Pressure Transmitter
680	Electrically operated D.I Sluice Valve Metal seated PN 1.0 dia 80 mm
681	SITC of Electonic type chlorinating dosing system (1W + 1S) with 6 LPH capacity 4kg/cm2 working pressure with 200 litres tank and valves pipes with all required accessories
682	Soft Starter with Rs485 Port- 400V class, 7.5 KW, Rating
683	POWER CONNECTION
684	7.5 KW ( Three Phase 25 KVA T/F ) Power connection from UPPCL
685	Power Transmission Line
686	ELECTRICAL AND INSTRUMENTATION
687	SITC of Oil Cooled Servo 10 KVAVoltage Stabilizer (150-460 V Range with protection devices for high low voltage cut off, overload protection included oil filling, earthing and power wiring etc) job complete in all respect with all required material, T&P labour.
688	Internal electrificaton of water work campus
689	Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT iwith RTU panel , 7\" HMI screen , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as per instructions of Engineer -in –charge.
690	80 mm dia CE/UL Certified Electromagnetic flow meters
691	3Mtr. Long Column Pipe as per IS 1239 with Necessary packing and nut & bolts etc
692	Chain Pulley 1Tonne

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Construction Works Of Following -Bharuhana, Huruaa, Kela Bela, Mevali, Piparadad, Saraiya Water Supply Scheme Including Supply Of All Materials, Labour T&P Complete In All Respect On Turn Key Basis After Completion, Commissioning And Completion Of Trial &, Mirzapur-Uttar Pradesh

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Construction Works Of Following -Bharuhana, Huruaa, Kela Bela, Mevali, Piparadad, Saraiya Water Supply Scheme Including Supply Of All Materials, Labour T&P Complete In All Respect On Turn Key Basis After Completion, Commissioning And Completion Of Trial &, Mirzapur-Uttar Pradesh

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