LIS Baroti Mandap Jodhan and its adjoining area in Tehsil Dharampur District Mandi HP under PMKSY including 60 days of sucessful trial run and SOP connection as certified by Engineer in charge for the entire scheme

Amount

Construction of Combined R.C.C. Framed Intake Structure open type with Pre-setling, Tube settler.) “As per relevant data sheet No. 1 and specification in Vol. II”

Excavation in Foundation trenches in eartwork, lift upto 1.5m stacking the excavated soil not more than 3m clear from the edges of the excavation and then returning the stacked soil in 15 cm layer when required into plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge. (In PJW 50%Each)

Providing & Laying Concrete, for plain/reinforced Cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [Cement Concrete 1:3:6, 40mm in foundations] complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :- Foundation, footings basis of columns etc and mass concrete.

Sides and soffits of beams, beam haunchings,cantilivers, bressumers andlintels not exceeding 1 meter in depth in all heights from floor.

Flat surfaces such as soffits & suspended floors, roofs landing and the like.

Providing and laying C.C 1:1½:3 M-25 for R.C.C. work Plain/reinforced Cement concrete in Sub Structure complete as per drawings and technical specifications Clause 800, 1205.4 & 1205.5m [a.] RCC grade M - 25, 1:1½:3, for height up to 5.00m nominal mix :-Foundations, footings bases of columns and the like and mass concrete.

Sides and soffits of beams, beam haunchings,cantilivers, bressumers andlintels not exceeding 1 meter in depth in all heights from floor.

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level

Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work in (Approach Path) : Foundation & Plinth

Providing mild steel / Tor steel reinforcement for RCC work including bending & placing in position complete upto floor two level complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Brick Work using common Burnt Clay Building Class in Foundation & Plinth & in Supersturcture in 1:6 (1Cement :6Sand) complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

15 mm cement plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:3) (1 cement: 3 sand) complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Steel work welded in build up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge. (Beam ISMB 450 for hoisting Chain pully i/c chain pulley arrangement).

Providing and fixing 500 mm diameter CI manhole cover with frame of medium duty not less than 116 Kg in weight complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing steel bar cage for fastening of pump with piers of 300 mm dia of mesh size 50mmx50mm, 16mm square steel bars complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Steel work welded in Single section,fixed without connecting plates but including the cost of cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing pre-painted steel sheet roofing complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing insulating board ceiling of approved make complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing Chain pully system for 10 Nos.Pump set with steel rope of 15 mtrs and each ISI marked of reputed make complete and testing on 5 to 7 tonne load complete in all respect conforming to IS-3832-1987 with grade-80 alloy steel lead chain testing to 25% over load with 3 mtrs chain lift operated with in and down batrope on panel with cord of reputed make like Indef/Deep, white horse/load mate as per specifications /ISI marked complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Provision for providing and installation of yard lights/ flood lights around the intake works complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Miscellaneous expensesbfor ISMB 450, MS railing,RS Joist, Chain pulley and stairs or like items required during execution as per site condition, mathematical model studies, protection of civil & mechanical units from flood & silt providing rough filter media etc.complete complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Electric Installation for submersible Pumping machinery complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Gabion/Crate , Toe walls,Brest wall & Road:-Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, i/c pick work saturated soil including bailing of pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shorting,strutting, plankings, timbering and dewatering wherever required, stacking the serviceable/ unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfactions of the Engineer-in-charge.

Spade Work.(For Gabion/Crate walls)

Pick Work (For Toe walls)

Pick and Jumper Work

Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.00mm(two ) & minimum weight 250 grams/ squaremeters(two hundred fifty) in minimum width 4 mtr. i/c lap folding and jointing etc. not less than 4.00 mtr. in widthcomplete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to(SWG-6)of 15x15cm mesh in apron and sloping pitching complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing & Laying 15 cm thick sand layer on top & bottom of geofabric filter to protect it , complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing & laying stone filling in apron of guide banks Gabion/Crate wall in wire crates made of G.I wire filled with boulders with squate cut faces against the wire(wire crates to be measured and paid for separately) complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing & laying stone pitching on side slopes of guide bank & toe wall protection work with boulders with square cut faces against the wire(wire crates to be measured and paid for separately).complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Banking the excavated earth in layers of 20 cm, breaking clods,watering,rolling each layer with 1/2 tonne roller or rammer and rolling every third and top layer with 8 tonne roller and dressing up in embankment for road and allied work complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing & Laying Cement concrete 1:5:10 (1 cement:5 Sand: 10 gradded stone aggregate 40mmm nominal size) with 15% plums and curing complete excluding the cost of form work in retaining wall and breast walls complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :- Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like.

Boulder filling behind retaining wall complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing & Laying 200 mm thick compacted Aggregate of River Bed material sub base complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing & Laying 250mm thick compacted aggregate base in Cement concrete 1:3:6 (1 cement:3 Sand: 6 gradded stone aggregate 20mmm nominal size) and curing complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing & Laying sand under Paver Blocks including watering ramming consolidating & dressing complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing and laying 80mmto 100 mm thick strength type factory made cement concrete interlocking paver block of M -33 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including filling of joints with fine sand etc. complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Thurst Block/Anchor Block for Rising Main and RCC Supporting Pedestrain for Rising Main & Gravity Main:-Excavation in Foundation trenches in eartwork, lift upto 1.5m stacking the excavated soil not more than 3m clear from the edges of the excavation and then returning the stacked soil in 15 cm layer when required into plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge. (In PJW 50%Each)“As per relevant data sheet No. 7 and specification in Vol. II”

Providing and laying cement concrete work 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work in : Foundation & Plinth

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like.

Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work & reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete.

Providing mild steel / Tor steel reinforcement for RCC work including bending & placing in position complete upto floor two level complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing MS Clamp for supporting the pipe complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Pump house cum attendent / Chowkidar room,Pannel Room,Automatic control Room:- Construction of pump houses with load bearing wall. The pump house shall be aesthetically designed ( to be approved by the competent authority). The work shall include all internal and external electrical wiring, water supply and sanitary fitting and other allied items. The clear height of walls shall be 5.50 mtrs. above floor level to roof level . The thickness of slab shall not be less than 100 mm. in all respect shall be included in plinth area rates. The outer doors & Windows shall be in double shutters of anodized Alluminium and anodized Alluminium grills for windows. Internal wiring shall be in PVC conduit.The various requirements for pump house are elaborated in chapter 1 and data sheet No.3 Rate for any increase or decrease in area in sqmt. To be paid proportionately. Location:Koncil. Plinth Area requirement :- 582.96 Sqmt

Construction of Desilting tank ( Pre settling tank/ Roughening Filter, Tube settler) “as per relevant data sheet No. 2 and specification in Vol. II”.

Construction of RCC Collection Tank/ Sump well ,Main Delivery tanks and Zonal Level Tanks :- Construction of RCC Collection Tank/ Sump well ,Main Delivery tanks and Zonal Level Tanks as per capacity given below in various stages including excavation in all kinds and types of strata of soil, walls, bottom slab, in side the tank, refilling and disposing of surplus stuff within all leads and lift including labour and erecting hoisting and jointing of pipe assembly for inlet ,outlet, overflow & score pipe with bye pass arrangement consisting of G.I.MS pipes specials and valves of required classes and dia all other accessories required such as MS ladder inside and out side and cover with proper locking arrangement, water level indicator RCC chamber for all valves. Ventilating shafts shall also be provided .The tanks shall be hydraulically tested for water tightness. All work shall be conforming to relevant IS code and to the entire satisfaction of the Engineer-in-charge “as per data sheet No.6 to 4,5 & 6 and specifications in Vol-II” Location.

RCC Collection Tank No.1=375000 ltrs capacity

RCC Collection Tank No.2=375000 ltrs capacity

RCC Main Delivery tank No.1=375000 ltrs capacity

RCC Main Delivery tank No.2=375000 ltrs capacity

Zonal Level Tank -1=300000 ltrs capacity

Zonal Level Tank -2=300000 ltrs capacity

Zonal Level Tank -3=300000 ltrs capacity

Providing and errection of 3 Nos. submersible Clear cold & fresh water Pumping sets of reputed make such as Kirloskar,BHEL,NGEF/GEC/Siemens make conforming to latest relevant BIS Code. The pump should be fitted with free flow impellers of bronge/ suitable alloys as per BIS 5659-1970 with latest amendments (if any) suitable for clear water with 2500 PPM turbidity having water lubricated bearing bush and stainless steel shaft with stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of 90 HP, RPM 2900 make conforming to BIS 9283-1979 latest with up to date amendments, totally dust and water proof for submersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated to with stand long vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump should include water level guards, erection clamps, cable clips and depth gauge with upto date amendments. It should include cost of bearing nuts bolts and painting etc. The pumping machinery shall be installed and anchored properly. All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV,Transformers i/c standby provision of transformers including erection and testing complete involving all wear and tear at the time of erection and testing. The work should be completed to the entire satisfaction to the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. (Ist stage) For detailed design parameters/ requirements are given in data sheet No. 11 in Vol-II. including complete automation. SITE CONDITIONS : Location of Site About 8 Km from Dharampur The altitude of place in which the motor is intended to work in ordinary service if it exceeds 700 mt.

Booster stage - No. of working sets =3 Nos. (Discharge of each working pump=204.65 LPS.), Total Head=20.22 Mtrs. Type of Pump sets-Submersible=3x90=270 HP.

PUMPING MACHINERY CENTRIFUGAL Providing horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement) single/double/multistage centrifugal pump of suitable make for operation, in parallel of recommended make such as Kirloskar,BHEL,NGEF/GEC/Siemens as per BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers of suitable dia priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor of standard make such as Kirloskar, BHEL,NGEF/ GEC/ Siemens slip ring Squirrel cage screen protected drip proof induction electric motor and suitable for operation as per data given below. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 25% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. it should include cost of bearing nuts, bolts and painting etc and should meet the following requirement as per data sheet No.12.

Main Stage - No. of working sets = 10 Nos. (Discharge of each working pump= 61.40 LPS), Total Head=667.92 Mtrs. Type of Pump sets-Centrifugal =10 x860=8600 HP.

Rising Main:- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge. “As per relevant data sheet No. 8 & 9 and specification in Vol. II”

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked GMSERW pipes of various grade conforming to IS/ISO-3183-2007 L415 or X60 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2007 or its equivalent and mass of zink coating not less than 400 gm/m2. Negative tolerance in thickness and mass/weight will not be accepted.The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc.complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge (Earth work ,flanged joints & butt welded joints shall be measured and paid for separately).

Booster stage (RM-1) GMSERW pipe 700mm dia , wall thickness 6.40 mm and table 5 (Grade L415 or X60 from RD0/0 to100 =100 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 10.30 mm and table 38 (Grade L415 or X60 from RD0/0 to 2100 =2100 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 9.50 mm and table 34 (Grade L415 or X60 from RD 2100 to 2800 =2800 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 8.70 mm and table 34 (Grade L415 or X60 from RD 2800 to 3000 =200 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 7.90 mm and table 34 (Grade L415 or X60 from RD 3000 to 3400 =400 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 6.40 mm and table 34 (Grade L415 or X60 from RD 3400 to 4550 =1150 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 6.40 mm and table 28 (Grade L415 or X60 from RD 4550 to 5640 =1090 mtr

Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end ISO 3183:2007 pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 10.30 mm and Table 38 (Grade L415 or X60 from RD0/0 to 2100 =2100 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 9.50 mm and Table 34 (Grade L415 or X60 from RD 2100 to 2800 =2800 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 7.90 mm and Table 34 (Grade L415 or X60 from RD 2800 to 3400 =600 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 6.40 mm and Table 34 (Grade L415 or X60 from RD 3400 to 4550 =1150 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 6.40 mm and Table 28 (Grade L415 or X60 from RD 4550 to 5640 =1090 mtr

Providing circumferential butt welded joints by electrical arc welding to IS/ISO 3183:2007 pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Booster stage (RM-1) GMSERW pipe 700mm dia , wall thickness 6.40 mm and table 5 (Grade L415 or X60 from RD0/0 to100 =100 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 10.30 mm and table 38 (Grade L415 or X60 from RD0/0 to 2100 =2100 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 9.50 mm and table 34 (Grade L415 or X60 from RD 2100 to 2800 =2800 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 8.70 mm and table 34 (Grade L415 or X60 from RD 2800 to 3000 =200 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 7.90 mm and table 34 (Grade L415 or X60 from RD 3000 to 3400 =400 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 6.40 mm and table 34 (Grade L415 or X60 from RD 3400 to 4550 =1150 mtr

Ist Stage (RM-2) GMSERW pipe 700mm dia , wall thickness 6.40 mm and table 28 (Grade L415 or X60 from RD 4550 to 5600 =1090 mtr

Providing and fixing double flanged Cast Steel Reflux Valve of following dia/class of Leader / Kirloskar / Vauge make conforming to BS:1868 / API-600 various class including campanion sheet gasket 3mm thick with MS flanges as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of 102.00 Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge. 700 mm dia class ASA-150

Providing and fixing screwed type cast iron air valve of 80 mm dia (single ball type) of Leader make confirming to BS : 1452-90 with upto date amendments as per class PN-10.00 to withstand a seat pressure 11.22 Kg/ cm2 in rising main.

Gravity Main:- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.“As per relevant data sheet No. 10 and specification in Vol. II”

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked GMSERW pipes of various grade conforming to IS/ISO-3183-2007 L290 or X42 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2007 or its equivalent and mass of zink coating not less than 400 gm/m2. Negative tolerance in thickness and mass/weight will not be accepted.The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc. complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge. (Earth work ,flanged joints & butt welded joints shall be measured and paid for separately).

Gravity Main 1 GMSERW pipe 550mm dia , wall thickness 5.60 mm and table 17 (Grade L290 or X42 from RD 0 to 6550 =6550 mtr

Gravity Main 1 GMSERW pipe 500mm dia , wall thickness 5.60 mm and table 28 (Grade L290 or X42 from RD 6550 to 8050 =1500 mtr

Gravity Main 1 GMSERW pipe 500mm dia , wall thickness 5.60 mm and table 5 (Grade L290 or X42 from RD 8050 to 9020 =970 mtr

Gravity Main 2 GMSERW pipe 450 mm dia , wall thickness 4.80 mm and table 17 (Grade L290 or X42 from RD 0 to 3100 =3100 mtr

Gravity Main 2 GMSERW pipe 450 mm dia , wall thickness 4.80 mm and table 5 (Grade L290 or X42 from RD 3100 to 4030 =930 mtr

Gravity Main 3 GMSERW pipe 350 mm dia , wall thickness 4.80 mm and table 28 (Grade L290 or X42 from RD 4030 to 8000 =3970 mtr

Gravity Main 3 GMSERW pipe 350 mm dia , wall thickness 6.40 mm and table 34 (Grade L290 or X42 from RD 8000 to 9700 =1700 mtr

Gravity Main 3 GMSERW pipe 300 mm dia , wall thickness 4.80 mm and table 5 (Grade L290 or X42 from RD 9700 to 12510 =2810 mtr

Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end ISO 3183:2007 pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Gravity Main 1 GMSERW pipe 550mm dia , wall thickness 5.60 mm and table 17 (Grade L290 or X42 from RD 0 to 6550 =6550 mtr

Gravity Main 1 GMSERW pipe 500mm dia , wall thickness 5.60 mm and table 28 (Grade L290 or X42 from RD 6550 to 8050 =1500 mtr

Gravity Main 1 GMSERW pipe 500mm dia , wall thickness 5.60 mm and table 5 (Grade L290 or X42 from RD 8050 to 9020 =970 mtr

Gravity Main 2 GMSERW pipe 450 mm dia , wall thickness 4.80 mm and table 17 (Grade L290 or X42 from RD 0 to 3100 =3100 mtr

Gravity Main 2 GMSERW pipe 450 mm dia , wall thickness 4.80 mm and table 5 (Grade L290 or X42 from RD 3100 to 4030 =930 mtr

Gravity Main 3 GMSERW pipe 350 mm dia , wall thickness 4.80 mm and table 28 (Grade L290 or X42 from RD 4030 to 8000 =3970 mtr

Gravity Main 3 GMSERW pipe 350 mm dia , wall thickness 6.40 mm and table 34 (Grade L290 or X42 from RD 8000 to 9700 =1700 mtr

Gravity Main 3 GMSERW pipe 300 mm dia , wall thickness 4.80 mm and table 5 (Grade L290 or X42 from RD 9700 to 12510 =2810 mtr

Providing circumferential butt welded joints by electrical arc welding to IS/ISO 3183:2007 pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual / mechanical handling of pipescomplete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Gravity Main 1 GMSERW pipe 550mm dia , wall thickness 5.60 mm and table 17 (Grade L290 or X42 from RD 0 to 6550=6550 mtr

Gravity Main 1 GMSERW pipe 500mm dia , wall thickness 5.60 mm and table 28 (Grade L290 or X42 from RD 6550 to 8050 =1500 mtr

Gravity Main 1 GMSERW pipe 500mm dia , wall thickness 5.60 mm and table 5 (Grade L290 or X42 from RD 8050 to 9020 =970 mtr

Gravity Main 2 GMSERW pipe 450 mm dia , wall thickness 4.80 mm and table 17 (Grade L290 or X42 from RD 0 to 3100 =3100 mtr

Gravity Main 2 GMSERW pipe 450 mm dia , wall thickness 4.80 mm and table 5 (Grade L290 or X42 from RD 3100 to 4030 =930 mtr

Gravity Main 3 GMSERW pipe 350 mm dia , wall thickness 4.80 mm and table 28 (Grade L290 or X42 from RD 4030 to 8000 =3970 mtr

Gravity Main 3 GMSERW pipe 350 mm dia , wall thickness 6.40 mm and table 34 (Grade L290 or X42 from RD 8000 to 9700 =1700 mtr

Gravity Main 3 GMSERW pipe 300 mm dia , wall thickness 4.80 mm and table 5 (Grade L290 or X42 from RD 9700 to 12510 =2810 mtr

Providing and fixing double flanged Cast Steel Reflux Valve of following dia/class of Leader / Kirloskar /vauge make conforming to BS:1868 / API-600 various class including campanion sheet gasket 3mm thick with MS flanges as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of 102.00 Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

Gravity Main 1 (RD 0 to 6500) 550 MM Dia ASA-150

Gravity Main 1 (RD 6500 to 9020) 500 MM Dia ASA-150

Gravity Main 2 (RD 0 to 4030) 450 MM Dia ASA-150

Gravity Main 3 (RD 4030 to 9700) 350 MM Dia ASA-150

Gravity Main 3 (RD9700 to 12510) 300 MM Dia ASA-150

Providing and fixing screwed type cast iron air valve of 50 mm dia (single ball type) of Leader make confirming to BS : 1452-90 with upto date amendments as per class PN-10.00 to withstand a seat pressure 11.22 Kg/ cm2 in rising main complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Gravity Main 1 (RD 0 to 9020) 50 mm dia.

Gravity Main 2 (RD 0 to 4030) 50 mm dia.

Gravity Main 3 (RD 4030 to 12510) 50 mm dia.

Automation:-Automation for the complete scheme including providing & Installation of Supervisory control and data acquisition (SCADA), a computer system & Software for gathering and analyzing real time pump operational data, pump monitoring and control the pumping station with irrigation scheduling , On/Off function alongwith Data acquisition , Networked data communication, Data presentation on computer screen and keeping the data history for approximately three months. The supplied software shall fulfill all the relevant Cyber security norms & certified protectected against computer virus. The Integrated system shall be installed & commission at each HPIPH sub Division level to act as Local Control station,Providing & Installation of General Packet Radio Service (GPRS) communication, with ethernet of 10/100 Mbps & serial link network & module for fast communication networking ,Telemetery server licence at each Local Control Station, PROGRAMMABLE LOGIC CONTROLLER (PLC)/ REMOTE TERMINAL UNIT (RTU) with processor , requisite Analog & Digitel input & Outpot , I/O expansion & ports etc PLC,Electro Flow meter with electronic transmitter,Procurement, Inspection, Contigency,Transportation, Five year Warranty and unforseen charges etc.complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge. As per relevant data sheet No. 13 and specification in Vol. II”

Steel Crossing:- Providing and Construction of steel crossings for crossing of various dia of pipe full of water including launching , live load should be considered as 150 kg/ sqm. The design and drawing shall be preparared by the contractor and be got approved from the competent authority befor execution of work. The item includes cost of all materials /accessories as required for C/O crossing including abutments, Railing, bearing etc.within all leads & lifts including cost of excavation and cost of all other Civil works complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

(C/O 1 No Crossing Gravity Main 1 between RD 7450 to 7500 Rmt.= 50 mtr.

(C/O 1 No Crossing Gravity Main 3 between RD 9650 to 9750 Rmt.= 100 mtr.

(C/O 1 No Crossing Gravity Main 3 between RD 10150 to 10250 Rmt.= 100 mtr.

(C/O 1 No Crossing Gravity Main 3 between RD 10450 to 10750 Rmt.= 300 mtr.

Unipro Techno Infrastructure Pvt Ltd