Providing Lift Irrigation Scheme to Basantpur, Paplog, Rakhoh, Bakarta, Barchawar, Darpa, Parshada Hawani,, Janjhel and Ropri, Panchayat in Gopalpur Block Distt. Mandi H.P.

Amount

Construction of Combined R.C.C. Framed Intake Structure open type.) “as per relevant data sheet No. 1 and specification in Vol. II”

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and laying cement conrete using M-10 concrete mixwith graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction 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 :-

Foundations, footings bases of columns and the like and mass concrete as per direction and to the entire satisfaction of the Engineer-in-Charge.

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 complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

P/L C.C 1:1½:3 using concrete mix of M-25 for R.C.C. work with graded stone aggregate 20 mm nominal size and curring complrtr excluding cost of form workand reinforcement for reinforced concrete work in:--

Foundations, footings bases of columns and the like and mass concrete.

Beams, cantilever, girders and lintels sides and soffits of beams, beam haunchings, cantilevers , bressumers and lintels not exceeding 1 mtr in depth in all heights from floor upto all floor level complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever 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 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 : Foundation & Plinth

Providing mild steel / Tor steel reinforcement for RCC work including bending & placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Brick Work using common Burnt Clay Building Class in Foundation & Plinth & in Supersturcture in 1:6 (1Cement :6Sand)

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)

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 as per direction of Engineer-in-Charge upto all lead and lift.(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 weight not less than 116 Kg complete in all respect.

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.

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 as per direction of Engineer-in-Charge upto all lead and lift.

Providing and fixing pre-painted steel sheet roofing

Providing and fixing insulating board ceiling of approved make.

Providing of chain hoist (Chain pully) of 5MT capacity 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 in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Construction of Desilting tank. As per Annex.-B“as per relevant data sheet No. 2 and specification in Vol. II”

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and laying cement concrete 1:3:6 (1 Cement : 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete exeluding cost of from work in:- foundations & 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 thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

P/L C.C 1:1½:3 using concrete mix of M-25 for R.C.C. work with graded stone aggregate 20 mm nominal size and curring complrtr excluding cost of form workand reinforcement for reinforced concrete work in:--

Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers upto two level all floor level in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing mild steel / Tor steel reinforcement for RCC work including bending & placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.

65 mm dia

Providing and fixing Brass full way valve of following dia screwed type as per ISI.778-ISI. Marked complete in all respect as per direction and to the entire satisfactioln of Engineer-in-Charge..

65 mm dia

Laying, jointing and testing in trenches galvanised mild steel tube of medium grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.

150 mm dia

Providing and fixing double flanged Cast Iron sluice valve of of 150 mm dia of Leader /Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per Class PN-1.00 to withstand in normal seat pressure of 10.20 Kg/cm2 including champion sheet gasket 3mm thick, i/c welding P/F M.S. flanges table-5 complete to make the joints leak proof including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Sump well as per relevant data sheet No. 4 and specification in Vol. II”

Construction of RCC Sump well and Delivery tanks :- Construction RCC Delivery tank & sump well 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.4 to 14 & specification in Vol-II” Location.

C/O Sump well Ist Stage 300000 litrs.

C/O Sump well 2nd Stage 300000 litrs.

C/O Main Delivery tank at cholthara 800000 Ltrs. capacity

C/O Main Delivery tank at Ropari (Nanu) 150000 Ltrs. capacity

C/O Main Delivery tank at Rachhot 65000 Ltrs. capacity

C/O 2 Nos. Delivery tank of 50000 Ltrs. capacity

1 C/O Nos. Delivery tank of 30000 Ltrs. capacity

C/O 7 Nos. Delivery tank of 25000Ltrs. capacity

C/O 8 Nos. Delivery tank of 20000Ltrs. capacity

C/O 25 Nos. Delivery tank of 15000Ltrs. capacity

C/O 13 Nos. Delivery tank of 10000Ltrs. capacity

Pump House as per relevant data sheet No. 3 and specification in Vol. II”

Pump house cum attandent/Chowkidar 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 3.30 mtrs. above floor level to slab 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 and MS 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. Plinth Area requirement (In Sqmt.)

C/O Pump House cum chowkidar qtrs for 1st satge at Badour shahar

C/O Pump House cum chowkidar qtrs for 2ed satge at Nalyana Village

C/O Pump House cum chowkidar qtrs for 3rd satge at Ropri Village

Thurst Block as per relevant data sheet No. 23 and specification in Vol. II”

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and laying cement concrete 1:3:6 (1 Cement : 3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete exeluding cost of from workin: foundations & 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 within all leads and lifts as per the direction of Engineer-in-charge.

OUT LETS as per relevant data sheet No. 22 and specification in Vol. II”

Excavation in earth work in all classification of soil and disposing of excavated earth upto alead of 20 mtrs. Lift upto 1.50 mtrs. Disposed earth to be levelled and neatly dressed in pick work complete as per direction and entire satisfaction of the Engtineer-in-charge.

Providing and laying cement concrete 1:3:6 (1 Cement : 3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete exeluding cost of from workin: foundations & Plinth]

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 :

Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Cement concrets flooring 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40 mm thick) as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift.

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 & Fixing of 63 mm hydrant including GI Riser pipe (I S.1239-1990) PP Ball valve Pump connecting Male GI Tee ( As Per requirement of Main Sub Man ) GI nipple ,quick connect Bend 63 mm complete as per direction and to the entire satisfaction of Engineer-in-charge up to all lead and lift.

PUMPING MACHINERY as per relevant data sheet No. 20 or 21 and specification in Vol. II”

Providing and erection of submersible Raw water polder pump sets at Ist stage of reputed make such as KSB/Clama/SU/Johanston or equivalent make approved by JSV. make comprising to latest relevant BIS Code. The pump should have C.I. impeller of suitable alloys as per BIS 5659-1970 with latest amendments (if any) suitable for Raw water with 10000 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 following HP 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 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. (Booster stage) For detailed design parameters/ requirements are given in data sheet No. 20,21 in Vol-II.

Booster stage - 2x2 = 4 set of 75 HP each =300 HP (Submersible Pumps)

PUMPING MACHINERY CENTRIFUGAL Providing horizontal spindle horizontal split casing/end suctions (back full out arrangement) single/double/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather & Platt/KSB/Kirloskar as per IS-1520-1980 / IS 5659 - 1970 with up to date amendments, read with IS: 9137-1978 or latest edition suitable for lifting clear/raw water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squirrel Cage drip proof induction motor of standard make such as Kirloskar / Crompton / NGEF and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 15% of the duty point head. The motor should be as per IS: 325-1978 with up to date amendments read with IS: 900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements as per data sheet No.20,21.

1st stage 2x4= 8 set of 450 HP each =3600 HP ,

2nd Satge 2x4 = 8 Set of 590 HP each =4720 HP

3rd Stage 2 Set of 140 HP each =280 HP

Rising Main as per relevant data sheet No. 15 or 16 and specification in Vol. II”

Excavation in all kinds of soil in hilly area by mechanical means including cutting, trimming of dides slope and disposing of excavated earth with a lift upto 1.50 mtr and lead upto 20 mtr as per direction and to the entire satisfaction of engineer- in -Charge.

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes of various grade conforming to IS/ISO-3183-2007 L485 or X 70 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. 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 to the entire satisfaction of Engineer-in-charge (Earth work ,flanged joints & butt welded joints shall be measured and paid for separately).

Booster stage RD,s 0/0 to 620 (two Parllel line) MSERW pipe 450mm dia , wall thickness 4.80 mm and table 5 (Grade L290 or X 42 from RD0/0 to620 =620 x2=1240 Rmt.

Ist stage RD,s 0/0 to 1000 ( two parallei line) MSERW pipe 450mm dia , wall thickness5.60 mm and table 28 (Grade L485 or X70 from RD0/0 to1000 =1000x2 = 2000 mtr

Ist stage RD,s 1000 to 3000 ( two parallel linn) MSERW pipe 450mm dia , wall thickness 4.80 mm and table 28 (Grade L485 or X70 from RD1000 to3000 =2000 x 2 = 4000mtr

Ist stage RD,s 3000 to9000 (Two paralle line); MSERW pipe 450mm dia , wall thickness 4.80 mm and table 23 (Grade L485 or X70 from RD3000 to9000 =6000x 2 = 12000 mtr

Ist stage RD,s 9000 to11000 (Two paralle line) MSERW pipe 450mm dia , wall thickness 4.80 mm and table 17(Grade L485 or X70 from RD9000 to11000 =2000x2=4000mtr

Ist stage RD,s 11000 to13000( Two parallel line) MSERW pipe 450mm dia , wall thickness 4.80 mm and table 11 (Grade L485 or X70 from RD 11000 to13000 =2000x2= 4000 mtr

Ist stage RD,s 13000 to14800 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80 mm and table 5 (Grade L485 or X70 from RD13000 to14800 =1800x2=3600 mtr

2nd stage RD,s 0/0 to1000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 6.40 mm and table 34 (Grade L485 or X70 from RD0/0 to1000 =1000x2=2000 mtr

2nd stage RD,s 1000 to2000 (Two parallel line) MSERW pipe 450mm dia , wall thickness 5.60 mm and table 34 (Grade L485 or X70 from RD1000 to2000 =1000x2=2000 mtr

2nd stage RD,s 2000 to5000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80 mm and table 28 (Grade L485 or X70 from RD2000 to5000 =3000 x2=6000mtr

2nd stage RD,s 5000 to 6000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80 mm and table 23 (Grade L485 or X70 from RD5000 to6000 =1000 x2=2000mtr

2nd stage RD,s 6000 to 8000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80 mm and table 17 (Grade L485 or X70 from RD6000 to8000 =2000 x2=4000mtr

2nd stage RD,s 8000 to 10300 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80 mm and table 5 (Grade L485 or X70 from RD8000 to10300 =2300x2=4600mtr

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.(for 3 rd stage)

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes of various grade conforming to IS/ISO-3183-2007 L485 or X 70 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. 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 to the entire satisfaction of Engineer-in-charge (Earth work ,flanged joints & butt welded joints shall be measured and paid for separately).

3rd stage RD,s0/0 to 300 MSERW pipe 300 mm dia , wall thickness 4.80 mm and table 17 (Grade L 290 or X42 from RD0/0 to300=300mtr

3rd stage RD,s300to 500 MSERW pipe 300mm dia , wall thickness 4.80 mm and table 11(Grade L 290 or X 42 from RD300 to500=200mtr

3rd stage RD,s500to 800 MSERW pipe 300 mm dia , wall thickness 4.80 mm and table 5 (Grade L 290 or X 42 from RD500 to800=300mtr

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.

Booster stage RD,s0/0 to 620 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80 mm and table 5

1st stage RD,s0/0 to 1000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 5.60 mm and table 28

1st stage RD,s1000 to 3000 (Two parallel line)MSERW pipe 450mm dia , wall thickness4.80 mm and table 28

1st stage RD,s3000 to 9000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80. mm and table 23

1st stage RD,s9000 to 11000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80. mm and table 17

1st stage RD,s11000 to 13000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80. mm and table 11

1st stage RD,s13000 to 14800 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80 mm and table 5

2nd stage RD,s0/0to 1000 (Two parallel line) MSERW pipe 450mm dia , wall thickness 6.40. mm and table 34

2nd stage RD,s1000to 2000 (Two parallel line) MSERW pipe 450mm dia , wall thickness 5.60. mm and table 34

2nd stage RD,s2000to 5000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80. mm and table 28

2nd stage RD,s 5000 to 6000 (Two parallel line) MSERW pipe 450mm dia , wall thickness 4.80. mm and table 23

2nd stage RD,s 6000 to 8000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80. mm and table 17

2nd stage RD,s 8000 to 10300 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80. mm and table 5

3rd stage RD,s 0/0 to 300 (Single l line) MSERW pipe 300mm dia , wall thickness 4.80. mm and table 17

3rd stage RD,s300 to500 (Single l line) MSERW pipe 300mm dia , wall thickness 4.80. mm and table 11

3rd stage RD,s500 to800 (Single l line) MSERW pipe 300mm dia , wall thickness 4.80. mm and table 5

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 RD,s0/0 to 620 (Two parallel line)MSERW pipe 450mm dia , wall thickness 5.60 mm and table 5

1st stage RD,s0/0 to 1000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 5.60 mm and table 28

1st stage RD,s1000 to 3000 (Two parallel line)MSERW pipe 450mm dia , wall thickness4.80 mm and table 28

1st stage RD,s3000 to 9000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80. mm and table 23

1st stage RD,s9000 to 11000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80. mm and table 17

1st stage RD,s11000 to 13000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.80. mm and table 11

1st stage RD,s13000 to 14800 (Two parallel line)MSERW pipe 450mm dia , wall thickness 4.8. mm and table 5

2nd stage RD,s0/0to 1000 (Two parallel line) MSERW pipe 450mm dia , wall thickness 6.40. mm and table 34

2nd stage RD,s1000to 2000 (Two parallel line)MSERW pipe 450mm dia , wall thickness 5.60. mm and table 34

2nd stage RD,s2000to 5000 (Two parallel line) MSERW pipe 450mm dia , wall thickness 4.80. mm and table 28

2nd stage RD,s 5000 to 6000 (Two parallel line) MSERW pipe 450mm dia , wall thickness 4.80. mm and table 23

2nd stage RD,s 6000 to 8000 (Two parallel line) MSERW pipe 450mm dia , wall thickness 4.80. mm and table 17

2nd stage RD,s 8000 to 10300 MSERW pipe 450mm dia , wall thickness 4.80. mm and table 5

3rd stage RD,s 0/0 to 300 (Single l line) MSERW pipe 300mm dia , wall thickness 4.80. mm and table 17

3rd stage RD,s300 to500 (Single l line) MSERW pipe 300mm dia , wall thickness 4.80. mm and table 11

3rd stage RD,s500 to800 (Single l line) MSERW pipe 300mm dia , wall thickness 4.80. mm and table 5

Providing and fixing double flanged Cast Steel Reflux Valve of following dia/class of Leader / Kirloskar/ LP/RG/Sachdeva and any other approved make conforming to BS:1868 / API-600 various class including campanion sheet gasket 3mm thick with MS flanges of table-28 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-600

450 mm dia class ASA-600

300 mm dia class ASA-600

Main Gravity as per relevant data sheet No. 17 and specification in Vol. II”

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.

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW 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. 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 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 400mm dia , wall thickness 4.80 mm and table 5

Gravity Main 1 GMSERW pipe 400mm dia , wall thickness 4.80 mm and table 17

Gravity Main 1 GMSERW pipe 400mm dia , wall thickness 4.80 mm and table 23

Gravity Main 1 GMSERW pipe 400mm dia , wall thickness 4.80 mm and table 28

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.

M.S. flanges in GMSERW pipe 400mm dia , wall thickness 4.80 mm and table 5

M.S. flanges in GMSERW pipe 400mm dia , wall thickness 4.80 mm and table 17

M.S. flanges in GMSERW pipe 400mm dia , wall thickness 4.80 mm and table 23

M.S. flanges in GMSERW pipe 400mm dia , wall thickness 4.80 mm and table 28

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.

butt welded joint in GMSERW pipe 400mm dia , wall thickness 4.80 mm .

Providing and fixing double flanged cast steel Sulice valve of follwing dia of Kirloskar / Leader/ LP/ RG/ Sachdeva and any other approved makeconforming to BS:1414/ API-600 Class ASA - 600 including campanion sheet gasket 3mm thick with MS flanges table-17 as per IS 6392-1971 including welding of flanges in two layers on both faces to make the joint leak oroof and capable of with standing of nominal seat pressure of 52.00 Kg / cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

400 mm dia class ASA-600

Providing and fixing double air valve (Isolating type) Double orifice with rubber ball 80 mm dia of approved make confirming to BIS:14845 with upto date amendments in rising mains with upto date amendments as per direction and to the entire satisfaction of Engineer-in-Charge.

Main Gravity (Tank to Tank ) as per relevant data sheet No. 17or 18 and specification in Vol. II”

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.

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW 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. 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 to the entire satisfaction of Engineer-in-charge (Earth work ,flanged joints & butt welded joints shall be measured and paid for separately).

Gravity Main GMSERW pipe 200 mm dia , wall thickness 4.80 mm

Providing,Laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of Galvanised mild steel tubes (GI Pipes) of following dia meters confirming to BIS 1239-2001 (latest with upto date amendments) having wall thickness as per code with bevelled / plain ends in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches and butt welding joints shall be measured and paid for separately).

Gravity Main GMS pipe medium class 150 mm dia , wall thickness 4.80 mm

Gravity Main GMS pipe medium class 125 mm dia , wall thickness 4.80 mm

Providing circumferential butt welded joints by electrical arc welding to IS/ISO 3183:2007/ 1239-2001 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.

Gravity Main GMSERW pipe 200 mm dia , wall thickness 4.80 mm

Gravity Main GMS pipe medium class 150 mm dia ,

Gravity Main GMS pipe 125 mm dia ,

Providing and fixing double flanged cast steel Sulice valve of follwing dia of Kirloskar / Leader / LP/ RG / Sachdeva and any other approved make conforming to BS:1414/ API-600 Class ASA - 300 including campanion sheet gasket 3mm thick with MS flanges table-17 as per IS 6392-1971 including welding of flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of 52.00 Kg / cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

200 mm dia class ASA-300

150 mm dia class ASA-150

125 mm dia class ASA-150

Providing and fixing double air valve (Isolating type) Double orifice with rubber ball 80 mm dia dia of approved make confirming to BIS:14845 with upto date amendments in rising mains with upto date amendments as per direction and to the entire satisfaction of Engineer-in-Charge.

80mm dia

HDPE PIPE IN TANK TO TANK LINE as per relevant data sheet No. 19 and specification in Vol. II”

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.

Providing and laying in trenches HDPE pipes of following diameters & classes as per IS 4984 PE-80 and jointing the pipe throught push type compression joints by hydraulicaliy operated machines upto 110mm diameter and butt fussion (heat fusion process) above 110 mm diameter i/c necessary fitting bends,tees & reducers fabricated in accoradance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions flanging of the pipe sahall be made as & where required confirming to code IS 8008 & IS 7634 stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating/plastic powder the flang should be confirm to ANSI B 16.5 with necessary nuts & Bolts jointing shall be complete in all respects i/e testing at site upto entire satisfaction of engineer- in charge.

PE-80,PN-4 110mm dia

PE-80,PN-4 140mm dia

PE-100,PN-6 110 mm dia

PE-100,PN-6 140 mm dia

PE-100,PN-6 160 mm dia

PE-100,PN-8 110mm dia

PE-100,PN-8 140mm dia

PE-100,PN-8 200mm dia

HDPE PIPE IN DISTRIBUTION SYSTEM as per relevant data sheet No. 19 and specification in Vol. II

”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.

Providing laying jointing and commissioning of HDPE ( High Density Polyethylene pipes ) of following diameter and class confrming to IS 4984-2016 with fusion welding process including all necessary fitting in all leads and lift to the entire satisfaction of the engineer- in charge

PE-80,PN-4 (75mm dia)

PE-100,PN-6 (75mm dia)

PE-80,PN-4( 90 mm dia)

PE-100,PN-6 (90 mm dia)

PE-80,PN-4(110 mm dia)

PE-100 ,PN-6 (110 mm dia)

HARJEET SINGH

R K ENGINNERS SALES LTD