Arjunpur Supply Of All Materials Labour And T Andp For Construction Of Following Works As Complete In All Respect Including Commissioning, Testing Trial Run Defect Liability And Handing Over Complete Works Arjunpur Supply Of All Materials Labour And T A, gyanpur-Uttar Pradesh

Arjunpur Supply Of All Materials Labour And T Andp For Construction Of Following Works As Complete In All Respect Including Commissioning, Testing Trial Run Defect Liability And Handing Over Complete Works Arjunpur Supply Of All Materials Labour And T Andp For Construction Of Following Works As Complete In All Respect Including Commissioning, Testing Trial Run Defect Liability And Handing Over Complete Works Construction Of R.C.C Over Head Tank 2 Supply Of All Materials Labour T&P Etc Complete And Construction Of Rcc ( M-20 Grade ) With Cement Coarse Sand And Approved Stone Ballast As Per I.S.11682 And I.S.456. Over Head Tank Of 175 Kl Capacity And 12 M Staging Above Ground Level With Main Component. 3 Minimum Depth Of Foundation Below Original G.L. Will Be 2.0 M 4 Seismic Effect And Wind Load Shuold Be Taken In To Consideration As Is 1983 For Earth Quake Resistance And I.S. 875 Part Iii For Wind Load On Structure ( This Area Is In Seimic Zone Iii And High Damage Risk Zone For Wind, ) 5 The Above Cost Of Oht Has Been Assumend That The Bearing Capacity Of Soil Has Been Taken As 8 Mt / M² 6 Provide 1 M Wide M-20 Rcc Stair Case From Gl To Balcony And Up To Top Dome 7 M.S.Laddermade Of 50X50x6 Mm Angle Section And 20 Mm Plain Ms Bar ( Secification Of Ms Should Be As Per Is 800-2007 ) With Hand Rail Of 20 Mm Medium Class Gi Pipes On Both Sides In Three Rowsinside The Tank Boady ( From Manhole To Top Dome To Bottom Dome ) 8 Proper Rcc Railing And 20 Mm Dia Medium Class Gi Pipe In 3 Rows On Both Side Of Stair Case Around The Balcony At Each Landing From Landing With Top Ring Beam Upto Man Hole On The Top Tom And At The Peripher. The Gi Pipe Will Be Supported On Rcc Posts Made 50X50x6 Mm Ms Angle Section Spaced At Interval Not More Than 1.5 M. 9 Properventilator At Top Dome In Circular Shape Of 1.2 M Dia Along With An Rcc Cover Of Minimum 1.5 M Dia And 7.5 M Thichness, Pillar Of Ventillatr Should Be Minimum 50 Cm Dia.The Space Between Top Tome And Rcc Cover Should Be Covered With Mosquito Net Of Standard Quality Along With Expanded Metaled Jali. 10 Water Level Indicator With Sensor Connecting To Scada And Also Fabricated With Good Quality Minimum 45X45x6mm Ms Sheet. The Indicator Board Scale Made Of 3 Mm Thick Ms Plate Shouls Have A Clear Wide Of Minimum 25 Cm Painted With Good Quality Asian Paint.It Should Be Consistsof 3Mm Brass Wire Rope Minimum 4 Smooth Pulley About 8Cm Dia With Guides 15Cm Copper Ball Float Which Shall Be Completely Water Tight Suitable Pointer Of Brass Etc, 11 Lightening Conductor As Per Is 2309 Of Its Latest Amendment Of Latest Electricity Riles. It Should Consists Proper Elevation Rod With 5 Or More Fork Pointed Proper Down Conductor Of Prescribed Metal Of Proper Size Prescribed By Is 2309-1969 And Is:3013-1966. 12 Ci Manhole Of Min 60X60 Cm Size Made Of Ms Channel Section With Adequate Cover Made Of Ms Sheet Of Min 3Mm Thickness Hinged With Manhole With Locking Arrangement.This Manhole Should Be Fixe At Top At Proper Place. 13 Supply , Fixing Jointing Of Following Size Of Ci D / F Pipes With Ci D / F Specials Conferming To Is 8329 / 2000 As Vertical Pipes For Inlet, Outlet, Overflow And Washout As Perlatest / Relevant Is Specification With All Jointing Materials For Proper Completion Of Work Including Other Appurtenant Works And Exacation In All Type Of Soils, Seprate Outlet Pipe Provided For Every Gp As Given Blow. 14 Inlet Pipe 150 Mm Dia =24M ( Staging : 22 And Below G.L. Floor And Apron : 12 And Inside The Tank :5 ) 15 Outlet Pipe 150 Mm Dia =17M ( Staging : 12And Below G.L. Floor And Apron : 5 ) 16 Overflow Pipe 150 Mm Dia =22M ( Staging : 12 And Below G.L. Floor And Apron : 5 And Inside The Tank :5 ) 17 Washout 150 Mm Dia =17M ( Staging : 12And Below G.L. Floor And Apron : 5 ) 18 Supply And Fixing Of Following Size Manually Operated Valves With Hand Wheel As Per Is 700 / 1969 Or Its Latest Amendment Class A Working Pressure 10Kg / Cm² Includingcartage From Store To The Site Of Work Lowering Them In To Trenches Fixing In Position And Testing Etc Complete. 19 1 No 150 Mm Dia Ci Sluice Valve In Outlet Pipe. 20 1 No 150 Mm Dia Butterfly Vale Inintlet Pipe. 21 1 No 150 Mm Dia Ci Sluice Valve In Wash Out Pipe. 22 Construction Of Bed Block In 1:2:4 Pcc With Cement, Coarse Sand And Approved Stone Ballast Under Each Duckfoot Bend To Support The Vertical Pipe. These Bed Block Should Supported On The Raft Not On The Soil. 23 Construction Ofsluice Valve Chamber For Above Sluice Valve, Butterfly Valve As Per Deptt Type Deging And Drawing Including Supply Of All Labour T&P Etc Complete. 24 Painting Of All Concrete Surface And Steel Pipe Works With Three Coats Of Approved Paint And Anti Corresive Piants. 25 Testing Of Bearing Capacity Of Soil Including Soil Analysis Etc Complete. 26 Rising Main And Appurtenant Work 27 Excavation For Pipe Line Trenches In Ordinary Soil, ( Loam, Clay Or Sand ) Including Lift Up To 50 M And Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Disposal Of Surplus Earth Up To 50 M From The Center Of The Foundation Trenches. 28 Supply Of The Following Size Of D.I K7 Pipe & Specials Conforming To Latest I.S.S Complete In All Respect F.O.R Destination Including All Taxes And Insurance & Lowering Them Into Trench And Laying & Jointing True To Alignment And Gradient, With All Jointing Materials Etc Complete Including Testing Of Pipe Line Complete As Per Instruction Eng. Incharge 29 150 Mm Dia Di K7 Pipe 30 Supply Of Following Size Of Cidf Sluice Valve As Per I.S. 790 / 1969 Class I Working Preessare 10Kg / Cm2 F.O.R Destination Including All Taxes & Lowering Them Into All Ready Prepared Trench And Fixing Them Into Position In Including Supply Of Jointing Materials Such As Bolt Nut Rubber Insertion Etc Complete With Testing As Per Eng. Incharge 31 150 Mm Dia 32 Supply Of All Materials, Labour, T & P Etc. Required And Construct ( 1000 X 1000 ) Mm Size Sluice Valve Chamber As Per Type Design Including Supply And Fixing The 500 Mm Size Median Duty C.I Main Hole Cover. Masonary Type 33 Supply Of All Materials Labour T & P Etc. And Construct Rcc Thrust Block. 34 Distribution System 35 Excavation For Pipe Line Trenches In Ordinary Soil ( Loam, Clay Or Sand ) Including Lift Up To 1.50 M & Refilling, Watering, Ramming Of Excavated Earth Into The Trenched & Disposal Of Surplus Earth Up To 50 M From The Center Of The Foundation Trenches. 36 75% Ordinary Soil 37 25%Mixed With Kankar 38 Supply Of The Following Sizes Isi Marked P.V.C Pipes 6Kg / Cm² Confirming To Relevant To Is-4984 / 1995 Or Its Latest Amendment &Specials F.O.R Destination Including All Taxes Andlowering Them Into Trench And Laying & Jointing True To Alignment And Gradient, Including Testing Of Pipe Line Complete As Per Instruction Eng. Incharge 39 160 Mm Dia 6 Kg / Cm² P.V.C Pipe 40 140 Mm Dia 6 Kg / Cm² P.V.C Pipe 41 110 Mm Dia 6 Kg / Cm² P.V.C Pipe 42 90Mm Dia 6 Kg / Cm² P.V.C Pipe 43 Supply Of The Following Sizes Of C.I. Double Flanged Sluice Valve Class I Working Pressure 10 Kg / Cm2 Confirming To Latest Relevant I.S.S. F.O.R. Destination Including All Taxes And Insurance. 44 80 Mm Dia 45 125 Mm Dia Supply of the following sizes of C.I. Double flanged scour valve class I working pressure 10 Kg/cm2 confirming to latest relevant I.S.S. F.O.R. destination including all taxes and insurance. 47 80 mm dia 48 Supply of 20 mm dia screwed down type air valve with gun metal seat F.O.R. destination including all taxes and insurance. 49 Supply of under ground sluice valve type fire hydrant. consisting of 80 mm dia sluice valve. 80 mm dia tail piece, 80 mm dia duck foot bend and 63 mm dia standard make iron coupling with cap & chain etc. complete confirming to I.S.S 909 at site including. 50 Dismantling and Reinstatement of following type of surface including sorting out and stacking off serviceable materials and disposal of unserviceable materials up to a distance of 50 m. 51 B.O.E.Road 52 Bituminous 53 C.C. Road 54 Carting of D/F sluice valves of following sizes to the site of works, lowering them into already prepared trenched and fixing them in position in including supply of jointing material such as bolt nut, rubber insertion white lead excluding valves & specials requiredbut including the testing etc. complete. 55 80 mm dia 56 125 mm dia 57 Carting of scour valves of following sizes to the site of works, lowering them into already prepared trenched and fixing them in position in including supply of jointing material such as bolt nut, rubber insertion white lead values and specials requiredbut including the testing etc. complete. 58 80 mm dia 59 Carting of 20 mm dia screwed down air valve following sizes to the site of works, lowering them into already prepared trenched & fixing them in position in including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead required & including the testing etc. complete. 60 Carting of 80 mm dia flanged fire hydrant to the site of works, lowering them into already prepared trenched & fixing them in position with existing flanged tee including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead values & specials required & including the testing etc. complete. 61 Supply of all materials, labour, T&P. etc. required & construct surface box type sluice/scour valve chamber as per type design including supply &fixing the 150 x 150 mm size 62 surface Type 63 Masonary Type 64 Supply of all materials, labour, T&P. etc. required and construct 350 x 350 x 500 mm size air valve chamber as per type design including supply and fixing the 500 mm dia medium duty perforated C.I. manhole cover. 65 Supply of all materials, labour, T&P. etc. required & construct (750 x 450 x 1000) mm size fire hydrant chamber as per type design including supply & fixing the 500 mm dia medium duty C.I. manhole cover. 66 Provide a making ferule connection in the existing water main including boring of the main etc. complete with saddle piece service connection fitting and fixing of GM ferule of 3mm ×15mm size including taping the main including the cost of bailing out of water & cost of fitting & specials complete. Provision 100 % on base year house holder . 67 Provision for crossing of nalas, road culvert including shifting of telephone cables etc. along the alignment of pipe line including supply of C.I. Tyton Pipes and special and their laying and jointing testing etc. complete. 68 Provision for Crossing of Road (FOR 3.5 M) Wide 69 PUMP HOUSE , CUM CHLORINATING ROOM 70 Provide all materials, labour T&P, complete & construct one setPUMP HOUSE SIZE CUM CHLORINATING ROOM SIZE (3.6 M X 3.0 M X 3.0 M & 2.5 M X 1.8 M X 3.0 M) as per type design. as per drawing attached 71 STAFF QUARTER 72 Provide all material, labour, T&P etc. required for proper completion of work and construction of staff quarter’sfor operator and chaukidar as per design type. (Set) as per drawing attached 73 BOUNDARY WALL GATE, SITE DEVELOPMENT & APPROACH ROAD 74 Supply all materials, labour, T&P etc. and construct 1.2 m high boundary wall as per deptt. type design and drawing 75 Supply all materials, labour, T&P etc. and construct gate pillars and fix 3.6 m wide gate and 1.2 m wicket gate in position including its fabrication etc. as per deptt. type design.drawing 76 Provide all material, labour, T&P etc. required for proper completion of work and construct of B.O.E approach road.(overbrunt brick, earth filling) 77 Provide all material, labour, T&P etc. required for proper completion of work including leveling, dressing, excavation and filling of earth where necessary for development of Water Works site including carriage of earth. 78 Provision for inside semicirular drain 200 mm dia including of all materials laobur and T&P etc compete 79 Construction of Tube well 80 200 mm. dia. MSERW Housing pipe not less than thickiness 7.1 mm without negative tolerance 81 150 mm. dia. M.S. Plain Pipe thickiness not less than thickiness 7.1 mm without negative tolerance 82 150 mm.. dia. M.S. Slotted Pipe thickiness not less than thickiness 7.1 mm without negative tolerance 83 200 x 150 mm. dia. M.S. Reducer made by 12 mm M.S. Plate 84 150 mm. dia. Bail Plug made by 12 mm M.S. Plate 85 200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate 86 200 mm. dia. well Cap made by 12 mm M.S. Plate 87 200 mm. dia. M.S. Ring. 125 mm wide 12 mm Thick 88 150 mm. dia. M.S. Ring. 100 mm wide 12 mm Thick 89 200 mm. dia. Tube well assembly supporting frame structure fabricated by 150 mm x 3 mts long M.S. channel 90 200 mm. dia M.S. half thread nipple. 91 Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097. 92 Construction of tubewell 93 Transportation of rig machine and its T&P including loading & unloading etc. complete. 94 Transportation of tubewell assembly including loading & unloading etc. complete. 95 Erection & Dismantalling of rig machine including leveling and dressing of site and camp equipage and installation of rig machine at pin point. 96 Drilling of pilot bore of dia 200 mm dia from GL to 200 mbgl by using suitable size of RR bit 97 Reaming of pilot bore up to 500mm dia from GL to 60m BGL. 98 Reaming of pilot bore up to 450mm dia from 60 BGL to 80m BGL. 99 Reaming of pilot bore up to 450mm dia from 80 BGL to 120m BGL. 100 Reaming of pilot bore up to 450mm dia from 120 BGL to 160m BGL. 101 Reaming of pilot bore up to 450mm dia from 160 BGL to 200m BGL. 102 Lowering of tubewell assembly and shrouding of tubewell by gravel. 103 200mm.dia. Housing Pipes from G.L to 55 M. BGL 104 150mm.dia. Plain/Slotted Pipes from 55M. to 80M. BGL 105 150mm.dia. Plain/Slotted Pipes from 80M. to 120M. BGL 106 150mm.dia. Plain/Slotted Pipes from120M. to 160M. BGL 107 150mm.dia. Plain/Slotted Pipes from160M. to 180M. BGL 108 Development of tubewell by 350 PSI compressor as per IS 11189. 109 Development of tubewell by 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. 110 Development of tubewell by O.P. Unit as per IS 2800. 111 Development of tubewell by 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. 112 TEST 113 Chemical, Bacteriological, Arsanic and Floried test of water sample. 114 Verticality and yield test of T.W. 115 Electrical logging of the bore. 116 Barricading of site including watch & ward during construction period 117 PUMP SETSITC of 700 LPM, 49 meter head 15 H.P. submersible clear water Pump set (As per IS 8034:1989) including switch gear (cubical panel board, starter, cable, power wiring & earthing etc)necessary tools, 100mm dia main piping & valves(5.40 mm dia size), GSM based Controller & OHT Level Controller Comp. Kit( Simple tubewell automation system) ,pressure gauge, depth gauge with their fittings, double earthing.Tools, Supply and fixing of suitable size chlorinating plant. Supply and fixing of 2 ton capacity 4.5 m lift chainpully block, Electric resistance rubber sheet of 1x2 m size 12.5 mm thick, complete in all respect as per detailed specifications including painting of all accessories (All supply will be done after the approval of Engineer-in-charge including Supply, installation ,testing & commissioning of suitable capacity Automatic Voltage stabilizer input voltage 200-480±6%or suitable range as per site condition and output voltage 415 ±1%, 3 phase 50 C/S AC for satisfactorily run the above pump set, complete in all respect as per detailed specifications. 118 6 point wiring of Pump house for lightwith 2.00 sq.mm PVC insulated multi strand copper conductor cable in rigid PVC condult pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and celling rose/angle/baton holder on 3mm thick phenolic laminated back light sheet etc complete in all respect including luminaries with IS amp. switch fuse unit as per instruction of Engineer-in-charge after approval of drawing and Electrification of water works compound with solar pannel and LED light. 119 Transmission line 11 KV / 0.4 KVErection of transmission line of ACSR weasel conductor including all materials i.e. pole, conductor, insulator etc. from the nearest existing H.T. line. Supply and fixing of 11 KV/0.4 KV. 25 KVA transformer with double pole substation including security charge, energy meter, system loading charges, fixed charges, processing fees etc. complete in all respect as per current I.E. rulesand associated works complete as per site condition 120 Operation cost of pumping plant for 3 Months period

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	10-Sep-2022	Date Extension	Date	14-09-2022

INR 11800 /-

INR 224000.0 /-

Refer document

Name of Work: CONSTRUCTION OF O.H.T 175KL/12M , RISING MAIN, DISTRIBUTION SYSTEM, AND OTHER APPURTENANT WORKS ETC. OF ARJUNPUR VILLAGE , WATER SUPPLY SCHEME IN BLOCK BHADOHI

Sl. No.	Item Description
1	CONSTRUCTION OF R.C.C OVER HEAD TANK
2	Supply of all materials labour T&P etc complete and construction of RCC (M-20 Grade) with cement coarse sand and approved stone ballast as per I.S.11682 and I.S.456. Over Head Tank of 175 kl capacity and 12 m staging above ground level with main component.
3	Minimum depth of foundation below Original G.L. Will be 2.0 m
4	Seismic effect and wind load shuold be taken in to consideration as IS 1983 for earth quake resistance and I.S. 875 part III for wind load on structure (this area is in seimic zone III and high damage risk zone for wind,)
5	The above cost of OHT has been assumend that the bearing capacity of soil has been taken as 8 MT/m²
6	Provide 1 m wide M-20 RCC stair case from GL to balcony and up to top dome
7	M.S.laddermade of 50x50x6 mm angle section and 20 mm plain MS bar(secification of MS should be as per IS 800-2007) with hand rail of 20 mm medium class GI pipes on both sides in three rowsinside the tank boady (from manhole to top dome to bottom dome)
8	Proper RCC railing and 20 mm dia medium class GI pipe in 3 rows on both side of stair case around the balcony at each landing from landing with top ring beam upto man hole on the top tom and at the peripher. The GI pipe will be supported on RCC posts made 50x50x6 mm MS angle section spaced at interval not more than 1.5 m.
9	Properventilator at top dome in circular shape of 1.2 m dia along with an RCC cover of minimum 1.5 m dia and 7.5 m thichness, pillar of ventillatr should be minimum 50 cm dia.The space between top tome and RCC cover should be covered with mosquito net of standard quality along with expanded metaled jali.
10	Water level indicator with sensor connecting to SCADA and also fabricated with good quality minimum 45x45x6mm MS sheet. The indicator board scale made of 3 mm thick MS plate shouls have a clear wide of minimum 25 cm painted with good quality Asian paint.It should be consistsof 3mm brass wire rope minimum 4 smooth pulley about 8cm dia with guides 15cm copper ball float which shall be completely water tight suitable pointer of brass etc,
11	Lightening conductor as per IS 2309 of its latest amendment of latest electricity riles. It should consists proper elevation rod with 5 or more fork pointed proper down conductor of prescribed metal of proper size prescribed by IS 2309-1969 and IS:3013-1966.
12	CI manhole of min 60x60 cm size made of MS channel section with adequate cover made of MS sheet of min 3mm thickness hinged with manhole with locking arrangement.This manhole should be fixe at top at proper place.
13	Supply , fixing jointing of following size of CI D/F pipes with CI D/F specials conferming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as perlatest/relevant IS specification with all jointing materials for proper completion of work including other appurtenant works and exacation in all type of soils, seprate outlet pipe provided for every GP as given blow.
14	Inlet pipe 150 mm dia =24m (staging : 22 and below G.L. floor and apron : 12 and inside the tank :5)
15	Outlet pipe 150 mm dia =17m (staging : 12and below G.L. floor and apron : 5)
16	Overflow pipe 150 mm dia =22m (staging : 12 and below G.L. floor and apron : 5 and inside the tank :5)
17	Washout 150 mm dia =17m (staging : 12and below G.L. floor and apron : 5)
18	Supply and fixing of following size manually operated valves with hand wheel as per IS 700/1969 or its latest amendment class A working pressure 10kg/cm² includingcartage from store to the site of work lowering them in to trenches fixing in position and testing etc complete.
19	1 no 150 mm dia CI sluice valve in outlet pipe.
20	1 no 150 mm dia Butterfly vale inintlet pipe.
21	1 no 150 mm dia CI sluice valve in Wash out pipe.
22	Construction of bed block in 1:2:4 PCC with cement,coarse sand and approved stone ballast under each duckfoot bend to support the vertical pipe. These bed block should supported on the raft not on the soil.
23	Construction ofsluice valve chamber for above sluice valve,Butterfly valve as per deptt type deging and drawing including supply of all labour T&P etc complete.
24	Painting of all concrete surface and steel pipe works with three coats of approved paint and anti corresive piants.
25	Testing of Bearing Capacity of soil including soil analysis etc complete.
26	RISING MAIN AND APPURTENANT WORK
27	Excavation for pipe line trenches in ordinary soil, (loam, clay or sand) including lift up to 50 m and refilling, watering, ramming of excavated earth into the trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches.
28	Supply of the following size of D.I K7 Pipe & Specials Conforming to latest I.S.S Complete in all respect F.O.R destination including all taxes and insurance & lowering them into trench and laying & Jointing true to alignment and gradient, with all jointing materials etc complete including testing of pipe line complete as per instruction Eng. Incharge
29	150 mm dia DI K7 Pipe
30	Supply of following size of CIDF Sluice valve as per I.S. 790/1969 class I working preessare 10kg/cm2 F.O.R destination including all taxes & lowering them into all ready prepared trench and fixing them into position in including supply of jointing materials such as bolt nut rubber insertion etc complete with testing as per Eng. Incharge
31	150 mm dia
32	Supply of all materials, labour, T & P etc. required and construct ( 1000 x 1000) mm size sluice valve chamber as per type design including supply and fixing the 500 mm size median duty C.I main hole cover. Masonary Type
33	Supply of all materials labour T & P etc. and construct RCC thrust block.
34	DISTRIBUTION SYSTEM
35	Excavation for pipe line trenches in ordinary soil (loam, clay or sand) including lift up to 1.50 m & refilling, watering, ramming of excavated earth into the trenched & disposal of surplus earth up to 50 m from the center of the foundation trenches.
36	75% ordinary soil
37	25%Mixed with Kankar
38	Supply of the following sizes isi marked P.V.C pipes 6kg/cm² confirming to relevant to IS-4984/1995 or its latest amendment &specials F.O.R destination including all taxes andlowering them into trench and laying & Jointing true to alignment and gradient,including testing of pipe line complete as per instruction Eng. Incharge
39	160 mm dia 6 kg/cm² P.V.C Pipe
40	140 mm dia 6 kg/cm² P.V.C Pipe
41	110 mm dia 6 kg/cm² P.V.C Pipe
42	90mm dia 6 kg/cm² P.V.C Pipe
43	Supply of the following sizes of C.I. Double flanged sluice valve class I working pressure 10 Kg/cm2 confirming to latest relevant I.S.S. F.O.R. destination including all taxes and insurance.
44	80 mm dia
45	125 mm dia
46	Supply of the following sizes of C.I. Double flanged scour valve class I working pressure 10 Kg/cm2 confirming to latest relevant I.S.S. F.O.R. destination including all taxes and insurance.
47	80 mm dia
48	Supply of 20 mm dia screwed down type air valve with gun metal seat F.O.R. destination including all taxes and insurance.
49	Supply of under ground sluice valve type fire hydrant. consisting of 80 mm dia sluice valve. 80 mm dia tail piece, 80 mm dia duck foot bend and 63 mm dia standard make iron coupling with cap & chain etc. complete confirming to I.S.S 909 at site including.
50	Dismantling and Reinstatement of following type of surface including sorting out and stacking off serviceable materials and disposal of unserviceable materials up to a distance of 50 m.
51	B.O.E.Road
52	Bituminous
53	C.C. Road
54	Carting of D/F sluice valves of following sizes to the site of works, lowering them into already prepared trenched and fixing them in position in including supply of jointing material such as bolt nut, rubber insertion white lead excluding valves & specials requiredbut including the testing etc. complete.
55	80 mm dia
56	125 mm dia
57	Carting of scour valves of following sizes to the site of works, lowering them into already prepared trenched and fixing them in position in including supply of jointing material such as bolt nut, rubber insertion white lead values and specials requiredbut including the testing etc. complete.
58	80 mm dia
59	Carting of 20 mm dia screwed down air valve following sizes to the site of works, lowering them into already prepared trenched & fixing them in position in including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead required & including the testing etc. complete.
60	Carting of 80 mm dia flanged fire hydrant to the site of works, lowering them into already prepared trenched & fixing them in position with existing flanged tee including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead values & specials required & including the testing etc. complete.
61	Supply of all materials, labour, T&P. etc. required & construct surface box type sluice/scour valve chamber as per type design including supply &fixing the 150 x 150 mm size
62	surface Type
63	Masonary Type
64	Supply of all materials, labour, T&P. etc. required and construct 350 x 350 x 500 mm size air valve chamber as per type design including supply and fixing the 500 mm dia medium duty perforated C.I. manhole cover.
65	Supply of all materials, labour, T&P. etc. required & construct (750 x 450 x 1000) mm size fire hydrant chamber as per type design including supply & fixing the 500 mm dia medium duty C.I. manhole cover.
66	Provide a making ferule connection in the existing water main including boring of the main etc. complete with saddle piece service connection fitting and fixing of GM ferule of 3mm ×15mm size including taping the main including the cost of bailing out of water & cost of fitting & specials complete. Provision 100 % on base year house holder .
67	Provision for crossing of nalas, road culvert including shifting of telephone cables etc. along the alignment of pipe line including supply of C.I. Tyton Pipes and special and their laying and jointing testing etc. complete.
68	Provision for Crossing of Road (FOR 3.5 M) Wide
69	PUMP HOUSE , CUM CHLORINATING ROOM
70	Provide all materials, labour T&P, complete & construct one setPUMP HOUSE SIZE CUM CHLORINATING ROOM SIZE (3.6 M X 3.0 M X 3.0 M & 2.5 M X 1.8 M X 3.0 M) as per type design. as per drawing attached
71	STAFF QUARTER
72	Provide all material, labour, T&P etc. required for proper completion of work and construction of staff quarter’sfor operator and chaukidar as per design type. (Set) as per drawing attached
73	BOUNDARY WALL GATE, SITE DEVELOPMENT & APPROACH ROAD
74	Supply all materials, labour, T&P etc. and construct 1.2 m high boundary wall as per deptt. type design and drawing
75	Supply all materials, labour, T&P etc. and construct gate pillars and fix 3.6 m wide gate and 1.2 m wicket gate in position including its fabrication etc. as per deptt. type design.drawing
76	Provide all material, labour, T&P etc. required for proper completion of work and construct of B.O.E approach road.(overbrunt brick, earth filling)
77	Provide all material, labour, T&P etc. required for proper completion of work including leveling, dressing, excavation and filling of earth where necessary for development of Water Works site including carriage of earth.
78	Provision for inside semicirular drain 200 mm dia including of all materials laobur and T&P etc compete
79	Construction of Tube well
80	200 mm. dia. MSERW Housing pipe not less than thickiness 7.1 mm without negative tolerance
81	150 mm. dia. M.S. Plain Pipe thickiness not less than thickiness 7.1 mm without negative tolerance
82	150 mm.. dia. M.S. Slotted Pipe thickiness not less than thickiness 7.1 mm without negative tolerance
83	200 x 150 mm. dia. M.S. Reducer made by 12 mm M.S. Plate
84	150 mm. dia. Bail Plug made by 12 mm M.S. Plate
85	200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
86	200 mm. dia. well Cap made by 12 mm M.S. Plate
87	200 mm. dia. M.S. Ring. 125 mm wide 12 mm Thick
88	150 mm. dia. M.S. Ring. 100 mm wide 12 mm Thick
89	200 mm. dia. Tube well assembly supporting frame structure fabricated by 150 mm x 3 mts long M.S. channel
90	200 mm. dia M.S. half thread nipple.
91	Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
92	Construction of tubewell
93	Transportation of rig machine and its T&P including loading & unloading etc. complete.
94	Transportation of tubewell assembly including loading & unloading etc. complete.
95	Erection & Dismantalling of rig machine including leveling and dressing of site and camp equipage and installation of rig machine at pin point.
96	Drilling of pilot bore of dia 200 mm dia from GL to 200 mbgl by using suitable size of RR bit
97	Reaming of pilot bore up to 500mm dia from GL to 60m BGL.
98	Reaming of pilot bore up to 450mm dia from 60 BGL to 80m BGL.
99	Reaming of pilot bore up to 450mm dia from 80 BGL to 120m BGL.
100	Reaming of pilot bore up to 450mm dia from 120 BGL to 160m BGL.
101	Reaming of pilot bore up to 450mm dia from 160 BGL to 200m BGL.
102	Lowering of tubewell assembly and shrouding of tubewell by gravel.
103	200mm.dia. Housing Pipes from G.L to 55 M. BGL
104	150mm.dia. Plain/Slotted Pipes from 55M. to 80M. BGL
105	150mm.dia. Plain/Slotted Pipes from 80M. to 120M. BGL
106	150mm.dia. Plain/Slotted Pipes from120M. to 160M. BGL
107	150mm.dia. Plain/Slotted Pipes from160M. to 180M. BGL
108	Development of tubewell by 350 PSI compressor as per IS 11189.
109	Development of tubewell by 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.
110	Development of tubewell by O.P. Unit as per IS 2800.
111	Development of tubewell by 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.
112	TEST
113	Chemical, Bacteriological, Arsanic and Floried test of water sample.
114	Verticality and yield test of T.W.
115	Electrical logging of the bore.
116	Barricading of site including watch & ward during construction period
117	PUMP SET SITC of 700 LPM, 49 meter head 15 H.P. submersible clear water Pump set (As per IS 8034:1989) including switch gear (cubical panel board, starter, cable, power wiring & earthing etc)necessary tools, 100mm dia main piping & valves(5.40 mm dia size), GSM based Controller & OHT Level Controller Comp. Kit( Simple tubewell automation system) ,pressure gauge, depth gauge with their fittings, double earthing.Tools, Supply and fixing of suitable size chlorinating plant. Supply and fixing of 2 ton capacity 4.5 m lift chainpully block, Electric resistance rubber sheet of 1x2 m size 12.5 mm thick, complete in all respect as per detailed specifications including painting of all accessories (All supply will be done after the approval of Engineer-in-charge including Supply, installation ,testing & commissioning of suitable capacity Automatic Voltage stabilizer input voltage 200-480±6%or suitable range as per site condition and output voltage 415 ±1%, 3 phase 50 C/S AC for satisfactorily run the above pump set, complete in all respect as per detailed specifications.
118	6 point wiring of Pump house for lightwith 2.00 sq.mm PVC insulated multi strand copper conductor cable in rigid PVC condult pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and celling rose/angle/baton holder on 3mm thick phenolic laminated back light sheet etc complete in all respect including luminaries with IS amp. switch fuse unit as per instruction of Engineer-in-charge after approval of drawing and Electrification of water works compound with solar pannel and LED light.
119	Transmission line 11 KV / 0.4 KVErection of transmission line of ACSR weasel conductor including all materials i.e. pole, conductor, insulator etc. from the nearest existing H.T. line. Supply and fixing of 11 KV/0.4 KV. 25 KVA transformer with double pole substation including security charge, energy meter, system loading charges, fixed charges, processing fees etc. complete in all respect as per current I.E. rulesand associated works complete as per site condition
120	Operation cost of pumping plant for 3 Months period