Engineering procurement construction testing commissioning trial run for retrofitting of various ongoing WSS to achieve FHTC under Sadar Constituency Distt. Bilaspur (H.P.) under Jal Jiwan Mission (Har Ghar Ko Nal Se Jal) in single package on

Amount

SCHEDULE B1 CIVIL WORKS

CONSTRUCTION OF WATER TREATMENT PLANT( LWSS Shira )

Providing, installation, testing and commissioning of Water Treatment Plant of 0 .30 MLD capacity ( in the shape of rapid sand filter) of RCC construction in concrete design mix of grade M-30 (for hydraulic structures) & M-20 ( for building work) as per proper design & drawing with all structural requirements including cost of construction of cutting for site development , C/o. retaining wall ,civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all other contingent works including cost of site development to adjust hydraulic levels as per proper layout contour plan at left bank of Ali khad near village Barog (Location) . The treatment plant includes C/O. Inlet chamber, Raw Water Tank,Presetteling tank,parshal flume, Alum solution tanks, Alum solution dozer, Lime solution tanks, Flash mixer , flocculator, Settling tank, Rapid Sand Filter, Back wash arrangement, Back wash pump and piping, Back wash pump house, Disinfection, Clear water tank, Foundation of various units, By Pass arrangement, Scour arrangement, Plant Building, Bearing capacity test, Laboratory equipment and furniture , Interconnecting paths, Walk ways, Boundary Wall, Inlet channel with ultra sonic channel flow meter, Chemical house with chemical handling and feeding arrangements, Providing and fixing of lighting arrangements with CUB LED lights of 25 Watts with in the boundry limit of plant area, The hydraulic design & capacity/sizes of all the important units shall be based on latest guidelines of Manual of Water Supply and Treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The structural design of various units shall strictly conform to relevant BIS Codes and specifications. Refer to Data Sheet No. - 1 and Common design parameter for further details )

CONSTRUCTION OF WATER TREATMENT PLANT (LWSS Jungle Sungle and Baggi Binoula)

Providing, installation, testing and commissioning of Water Treatment Plant of 0 .30 MLD capacity ( in the shape of rapid sand filter) of RCC construction in concrete design mix of grade M-25 (for hydraulic structures) & M-20 ( for building work) as per proper design & drawing with all structural requirements including cost of construction of cutting for site development , C/o. retaining wall ,civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all other contingent works including cost of site development to adjust hydraulic levels as per proper layout contour plan at left bank of Ali khad near village Nog (Location) & capable of taking input and giving output as laid down in chapter-1 of NIT under all climatic conditions specified therein. The treatment plant includes C/O. Inlet chamber, Raw Water Tank,Presetteling tank,pashal flume, Alum solution tanks, Alum solution dozer, Lime solution tanks, Flash mixer , flocculator, Settling tank, Rapid Sand Filter, Back wash arrangement, Back wash pump and piping, Back wash pump house, Disinfection, Clear water tank, Foundation of various units, By Pass arrangement, Scour arrangement, Plant Building, Bearing capacity test, Laboratory equipment and furniture , Interconnecting paths, Walk ways, Boundary Wall, Inlet channel with ultra sonic channel flow meter, Chemical house with chemical handling and feeding arrangements, Providing and fixing of lighting arrangements with CUB LED lights of 25 Watts with in the boundry limit of plant area, The hydraulic design & capacity/sizes of all the important units shall be based on latest guidelines of Manual of Water Supply and Treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The structural design of various units shall strictly conform to relevant BIS Codes and specifications. Refer to Data Sheet No. - 2 and Common design parameter for further details )

CONSTRUCTION OF PUMP HOUSES

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Pump House including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, C/o. Toilets, C/o. Septic Tanks of capacity for 10 No. users, including cost of site development required as per site condition, alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty complete as directed by engineer in charge. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department after approval. Refer to Data Sheet No. 3(a) and 3(b) and Specification of pump house)

Pump House at LWSS Shira Ist and 2nd stage :-

(I)Pump House at LWSS Shira - 1st stage

(ii) Pump Houase at LWSS Shira - 2nd stage

Pump House at LWSS Nai Sarli

Pump House at LWSS Dhoun Kothi Jamthal Harnoda

Pump House at LWSS Deoli Nalag from Beri Rajadian

CONSTRUCTION OF STORAGE TANKS, SLOW SAND FILTER BEDS & INTAKE CHAMBER)

Construction of storage tank under LWSS Kuddi Bharathu (21 P/KL)Refer Data Sheet No. 4.1 for further details )

Construction of storage tank under LWSS Bardi Palti (22 P/KL)Refer Data Sheet No. 4.2 for further details )

Construction of storage tank under LWSS Dhart Pallela (21.50 P/KL)Refer Data Sheet No. 4.3 for further details )

Construction of storage tank under LWSS Harlog Challeli ( 43.1 P/KL) Refer Data Sheet No. 4.4 for further details )

Construction of storage tank under LWSS Harlog Challeli ( 16 P/KL) Refer Data Sheet No. 4.5 for further details )

Construction of storage tank under LWSS Fandhar (18P/KL) Refer Data Sheet No. 4.6 for further details )

Construction of over head storage tank 6.00 mtr staging height under LWSS Mehri Kathla (37.5 P/KL) Refer Data Sheet No. 4.7 for further details )

Construction of storage tank with site development under LWSS Shira Sandholi (120.3 P/KL)Refer Data Sheet No. 4.8 for further details )

Construction of storage tank under LWSS Nai Sarli (17.2 P//KL) Refer Data Sheet No. 4.9 for further details )

Construction of storage tank under LWSS Nai Sarli- (64.6 P/KL)Refer Data Sheet No. 4.10 for further details )

Construction of storage tank WSS Jungle Sungle & Baggi Binoula (130P/KL)Refer Data Sheet No. 4.11 for further details )

Construction of Sump well under LWSS Dhoun Kothi (81 P/KL) Refer Data Sheet No. 4.12 for further details )

Construction of Sedimentation tank under LWSS Dhoun Kothi (242.4 P/KL)Refer Data Sheet No. 4.13 for further details )

Construction of slow sand Filter bed under LWSS Dhoun Kothi (202 Sqmt) Refer Data Sheet No. 4.14 for further details )

Construction of main storage tank under LWSS Dhoun Kothi- (174.2 P/KL)Refer Data Sheet No. 4.15 for further details )

Construction of main storage tank under LWSSBeri Rajadhian (H.B) (21.4 P/KL) Refer Data Sheet No. 4.16 for further details )

Construction of Intake Chamber under LWSS to PC hab. Of Mehri kathla Refer Data Sheet No. 4.17 for further details )

Construction of main storage tank under LWSS Harlog Challeli Refer Data Sheet No. 4.18 for further details )

FENCING WORK AROUND EXISTING STORAGE TANKS AND PROPOSED STORAGE TANKS

Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts ,stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition with in all leads & lifts as per directions of Engineer-in-charge.

Providing and laying cement concrete 1:6:12 (1cement: 6sand: 12 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering in foundation and plinth and to the entire satisfaction of the 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 centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in

(i) Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete work 1:3:6 (1cement: 3sand: 6 graded stone agg. 20mm nominal size in foundation and plinth.

Providing and laying cement concrete 1:2:4 (1cement: 2and: 4 graded stone agg.20mmnominal size) and curing complete excluding the cost of form work and reinforcement for reinforcement concrete work in :-

(i) Vertical Surface.

Providing laying tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.

Steel work in single section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in R.S. joist , channel angles tees and to the entire satisfaction of the Engineer-in-charge. (Ang;le 65x65x6mm)

1.80 mtr high fencing with 2.50 mtr MS angle iron posts 3.00 mtr center to center with nine horizontal lines, 2 diagonals of galvanized steel barbed wire (IS-278-1962 type-I) weigning 9.38kg/100 Rmt strained and fixed to posts (cost of angle iron posts to be paid separately).

Providing and fixing MS gate made of 40x40x4mm angle iron frame and 10mm dia M.S square bars in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

20mm thick cement plaster in single coat of same side stone masonry for interior plastering upto floor two level including arises internal rounded angles chamfers or round angle not exceeding 80mm in girth and finished and smooth in CM 1:3 (1cement: 3sand) and to the entire satisfaction of the Engineer-in-charge.

SCHEDULE B2 - DRILLING OF 3 NOS BORE WELLS AT VILLAGE CHANGER PLASNI, CHAMLOG & DEOLI

Transportation of suitable Rig /truck mounted DTH and ODEX / Percussion Calyx/RC drilling with necessary accessories etc. to the site of work and erection of rig including levelling etc. complete in all respect as per direction of the Engineer-in-charge.

Drilling bores of 200mm dia as per IS:2800-1979 using percussion/ calyx/RC/ ODEX ( TUBEX method require for drilling in collapsible strata conglomerate, Boulder, Pebbles,Silt, Clay etc. including cost of attachments extracytable casing, comsumable storres, bits , water, POI , Gravel pack in annular space etc. complete in all respect as per entire direction of Engineer- In- Charge.

Supplying and lowering of IS marked 175mm N.B.6.4 mm thick fin-cut, MSERW casing pipes as per IS:4270-2001 in a random length of 4-7 mtr. without any circumferential joint up to the bore hole in vertical position including cost of scafolding , derricks and to the entire satisfaction of the Engineer- In-Charge including cost of cutting thereading and welding of pipe when required and requirement of ODEX attachment from approved manufactures complete in all respect as per entire satisfaction of Engineer - In- Charge.

Providing and fixing suitable casing shoe 175mm and bit tube as per requirement of ODEX attachment complete in all respects as per directions of the Engineer-in-charge.

Collection and preservation of soil samples in polythene bags complete in all respects as per direction of the Engineer-in-charge.

Providing slotting arrangement as per IS: 8110/1994-997 slot size 1.57x75mm and lowering of 175mm dia MS slotted pipe as per IS: 4270-2001 with up to date amendments welded and joints in to bore hole in vertical position including cost of all cutting threading and welding of pipe etc. within all leads and lifts complete and to the entire satisfaction of the Engineer-in-charge.

Development of bore well with 1000-CFM air compressor or through V notch as per IS: 2800-1979 including transportation of equipment etc. to the site of work complete in all respect and to the entire satisfaction of the Engineer-in-charge.(Minimum 8 hrs.each bore)

SCHEDULE B3 - S/E OF SUBMERCIBLE PUMPING MACHINERY

Supply of Raw / clear water submersible pump as per respective data sheets star rated set of KSB / Calma/ Kirloskar JOHNSION/ BS/SABAR/ OSWAL make comprising to latest relevant BIS Code. The pump should be fitted with impeller of suitable alloys as per IS: 8034-1976 latest suitable for Raw water having greased packed bearings and shaft with wound 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 required HP & RPM of reputed make conforming to IS: 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non 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 set should include water level guards, erection clamps , cable clips , depth gauge and all allied accessories of reputed/ approved make etc. and suitable for operation on data given below:- (Booster stage) For detailed design parameters/ requirements are given in data sheest .Working hours per day 16 Hours.

Booster Stage -Pumpsets = 2 Nos. and 1 No. stand bye (Discharge of each working pump = 3.54 Lps.), Total Head= 46.95 Mtrs. (Refer to Data Sheet No. 7.1 for further details ) LWSS Shira

Booster Stage -Pump sets = 2 Nos. and 1 No. stand bye (Discharge of each working pump =3.97 Lps.), Total Head= 9.45 Mtrs. (Refer Data Sheet No.7.2 for further details ) LWSS MS Rajpura)

Booster Stage - Pump sets = 2 Nos. and 1 No. stand bye (Discharge of each working pump =2.18 Lps.), Total Head= 133.65 Mtrs. (Refer Data Sheet No.7.3 for further details ) LWSS MS Rajpura (In the borewell)

Booster Stage - Pump sets = 2 Nos. and 1 No. stand bye (Discharge of each working pump =2.11 Lps.), Total Head= 13.88 Mtrs. (Refer Data Sheet No. 7.4 for further details ) (LWSS Kohlwin Kunala)

Booster Stage - Pump sets = 2 Nos. and 1 No. stand bye (Discharge of each working pump = 1.92 Lps.), Total Head= 38.89 Mtrs. (Refer Data Sheet No. 7.5 for further details ) LWSS Baggi Binoula & Jangle Sungle)

Booster Stage - Pump sets = 2 Nos. and 1 No. stand bye (Discharge of each working pump = 1.28 Lps.), Total Head= 365.74 Mtrs. (Refer Data Sheet No. 7.6 for further details ) LWSS Chamlog Deoli))

Booster Stage - Pump sets = 2 Nos. and 1 No. stand bye (Discharge of each working pump = 9.90Lps.), Total Head= 123.68 Mtrs. (Refer Data Sheet No. 7.7 for further details ) LWSS Dhoun Kothi)

Booster Stage - Pump sets = 2 Nos. and 1 No. stand bye (Discharge of each working pump = 2.18 Lps.), Total Head= 212.07 Mtrs. (Refer Data Sheet No. 7.8 for further details ) LWSS Nalag Berri Rajadian)

S/E OF CENTRIFUGAL PUMPING MACHINERY

Providing horizontal spindle horizontal split casing/end suctions (back pull out arrangement) single/double/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather and Platt/KSB/Kirloskar/ BS & BE ( ABB/CGL/SPDP/ TEFC/BHEL/Crompton/CACA motors) 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 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 (-) 25% 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, pointing, earthing, and all allied accessories etc. and should meet the following requirements:-SITE CONDITIONS : Location of Site About 18 Km from Bilaspur Town. The altitude of place in which the motor is intended to work in ordinary service does not exceeds 1000 mtr.

Ist Stage - Pump sets = 1 No. and 1 No stand bye (Discharge of each working pump= 3.54 Lps.), Total Head= 349.58 Mtrs. (LWSS Shira) (Refer Data Sheet No. 8.1 for further details )

2nd Stage - Pump sets = 1 No. and 1 No stand bye (Discharge of each working pump= 3.53 Lps.), Total Head= 392.34 Mtrs. (LWSS Shira) (Refer Data Sheet No. 8.2 for further details )

1st Stage - Pump sets = 1 No. and 1 No stand bye (Discharge of each working pump= 3.97 Lps.), Total Head= 147.31 Mtrs. ( MS Rajpura) (Refer Data Sheet No. 8.3 for further details )

1st Stage - Pump sets = 2 No. and 1 No stand bye (Discharge of each working pump=1.14 Lps.), Total Head= 172.85 Mtrs. ( LWSS Kohlwin Kunala) (Refer Data Sheet No. 8.4 for further details )

1st Stage - Pump sets = 2 No. and 1 No stand bye (Discharge of each working pump= 0.97 Lps.), Total Head=188.67 Mtrs. ( LWSS Kohlwin Kunala) (Refer Data Sheet No. 8.5 for further details )

1st Stage - Pump sets = 2No. and 1 No stand bye (Discharge of each working pump= 1.92 Lps.), Total Head= 421.52 Mtrs. ( LWSS Baggi Binounla/ Jungle Sungle) (Refer Data Sheet No. 8.6 for further details )

SCHEDULE B4 - RISING MAIN

Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing, laying, jointing and testing in trenches of Galvanized MSERW flanged pipes conforming to IS/ISO 3183-2007 Grade L-210 or A as per dimensions weight and test pressure mentioned below in a random length of 5 m-7m. The pipes end shall be bevelled suitable for butt welding. The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS 6392-1971 ( Latest upto date amendments ) and welding of flanges with pipes as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing geskets sheet not less than 3 mm thick as per IS; 2712-1965. The welding of flanges to be done on both faces in three layers(Two inner & one outer) to make the joints leak proof and to the entire satisfaction of the Engineer - in -charge. The laying of pipes should be conformed to IS: 5822-1994 ( Earth work in trenches, M.S. flanges and butt welded joint to be mensured and paid sepretely) The pipe shall have Zinc coating as per IS 4736 in factory latest with up to date ammendements.Pipe shall be coated from both side (Inside) or outer side with the required thickness of zinc coating as per two coats mains above.

1st stage:- GMSERW pipe 65 mm dia with, wall thickness of 4.80, Class L-210 or A RD 0/0 to RD 2580) (Baggi Binoula and Jungle Sungle) .

Booster stage: GMSERW pipe 65 mm dia , Wall thickness of 4.80mm, Class L-210 Or A, RD 0/0 to RD 660 (Berri Rajadian) .

Laying jointing and testing GMS pipes flanged / butt welded pipes including cost of bends complete as per IS: 1239-1990 (Part-I) as per dimentions, weights and test pressures mentoined below in a random length of 5 to 7 mtrs. The butt welded joints and MS flanges are to be provided on each joint as per table given below conforming to IS: 6392-1971 and welding of flanges withelectrodes as per relevants codes including required number and size of nuts and bolts asper relevants codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per reelvants codes. The welding of flnages to be done on bothfaces in three layers to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipe should be confomed to IS: 5822-1994. (Earth work in treches, M.S.flanges and butt weld joints to be measured and paid for separately).(GMS pipe will be supplied by the dpeartment)

Booster stages

i) GMS pipe (medium Class) 80 mm dia with flange table-5, RD 0/0 to RD 100 (LWSS Shira) .

Booster stage: GMS pipe (medium Class) 65 mm dia ,RD 0/0 to RD 270 (Baggi Binoula and Jungle Sungle) .

1st stage: GMS pipe (Medium Class) 65 mm dia., RD 2580 to RD 4240) (Baggi Binoula and Jungle Sungle) .

Booster stage GMS pipe (medium Class) 125 mm dia, RD 0/0 to RD 0/0 to 430 ( LWSS Jamthal Harnoda)

Booster stage GMS pipe (medium Class) 65 mm dia , RD 0/0 to RD 580 (Nai Sarli) .

Booster stage: GMS pipe (medium Class) 40 mm dia, RD 0/0 to RD 410 (Nai Sarli H/B) .

Booster stage: GMS pipe (medium Class) 80 mm dia , RD 0/0 to RD 45 (Kohlwin Kunala from Bore well) .

Booster stage: GMS pipe (Heavy Class) 65 mm dia , RD 660 to RD 1290 (Berri Rajadian) .

Booster stage: GMS pipe (Heavy Class) 65 mm dia , RD 0/0 to RD 1260 (Deoli Nalag) .

Providing and welding M.S. flanges at suitable points to be provided 5% of total joint and remaining 95% joints with butt welded joint, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of 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

i) GMS pipe (medium Class) 80 mm dia with flange table-5, RD 0/0 to RD 100 ( Shira) .

GMS pipe (medium Class 65 mm dia with flange table-5, RD 0/0 to RD 270 (Baggi Binoula and Jungle Sungle) .

GMSERW PIPE 65 mm dia , wall thickness of 4.80 ,RD 0/0 to RD 0 to 4240 (Baggi Binoula and Jungle Sungle) .

From RD 0/0 to 660 with flange table-34

From RD 661 to 2580 with flange table-28

From RD 2581 to 3240 with flange table-17

From RD 3241 to 4240 with flange table-5

GMS pipe (medium Class) 125 mm dia with flange table-17, , RD 0/0 to 430 ( LWSS Jamthal Harnoda)

GMS pipe (medium Class) 65 mm dia with flange table-17, RD 0/0 to 120 (Nai Sarli)

GMS pipe (medium Class) 65 mm dia with flange table- 5, RD 0/0 to RD121 to 580 (Nai Sarli) .

GMS pipe (medium Class) 40 mm dia with flange table-17 , RD0/0 to 410 (Nai Sarli H/B)

GMS pipe (medium Class) 80 mm dia with flange table-5, RD 0/0 to RD 45 (Kohlwin Kunala from Bore well)

GMSERW pipe 65 mm dia having wall thickness 4.80mm with flange table-17, RD 0/0 to 0-660 (Chamlog Deoli) .

GMS pipe (Heavy Class) 65 mm dia with flange table-5, RD 660 to 1290 (Chamlog Deoli) .

GMS pipe (Heavy Class) 65 mm dia with flange table-17, RD 0to 510(Berri Rajadian)

GMS pipe (Heavy Class) 65 mm dia with flange table-5, RD 510 to 1260 (Berri Rajadian) .

Providing circumferencial Butt welded joints by electrical arc welding to GMS/MSERW 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 conforming to IS:814-1991, 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

i) GMS pipe (medium Class) 80 mm dia , RD 0/0 to RD 100 (LWSS Shira) .

GMS pipe (medium Class) 65 mm dia, RD 0/0 to RD 270 (Baggi Binoula and Jungle Sungle)

GMSERW Pipe 65 mm dia , RD 0/0 to RD 0 to 4240 (Baggi Binoula and Jungle Sungle) .

GMS pipe (medium Class) 125 mm dia, in RD 0/0 to RD 0/0 to 430 ( LWSS Jamthal Harnoda)

GMS pipe (medium Class) 65 mm dia , RD RD 0/0 to 580 (Nai Sarli) .

GMS pipe (medium Class) 40 mm dia , RD 0/0 to RDo/o to 410 (Nai Sarli H/B) .

GMS pipe (medium Class) 80 mm dia, RD 0/0 to RD 45 (Kohlwin Kunala from Bore well)

GMSERW pipe 65 mm dia, wall thickness 4.80mm, RD 0/0 to RD 1290 (Deoli Chamlog from bore welll) .

GMS pipe (Heavy Class) 65 mm dia ,RD 0/0 to 0-1260 (Berri Rajadian) .

Providing and fixing double flanged cast steel Sluice valve of following dia/ specification Kirloskar/Leader / KSB make ASA 150 conforming to BS:14845 / API-600, including the cost of M.S. flanges,gasket sheet 3 mm thick i/c welding of M.S. flanges as per relevent ISI codes in requisite layers on both faces to make the joint leak proof 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.

40 mm dia Class ASA-150 having 21 kg/cm2 nominal seat pressure

50 mm dia Class ASA-150 having 21 kg/cm2 nominal seat pressure

65 mm dia Class ASA-150 having 21 kg/cm2 nominal seat pressure

80 mm dia Class ASA-150 having 21 kg/cm2 nominal seat pressure

125 mm dia Class ASA-150 21 kg/cm2 nominal seat pressure

Providing and fixing double flanged cast steel Reflux valve of following dia of Kirloskar/Leader / KSB make conforming to BS:1868 / API-600, including gasket sheet 3 mm thick i/c welding of M.S. flanges as per relevent ISI codes in requisite layers on both faces to make the joint leak proof 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.

40 mm dia Class ASA-150 having 21 kg/cm2 nominal seat pressure

50 mm dia Class ASA-150 having 21 kg/cm2 nominal seat pressure

65 mm dia Class ASA-150 having 21 kg/cm2 nominal seat pressure

80 mm dia Class ASA-150 having 21 kg/cm2 nominal seat pressure

125 mm dia Class ASA-150 having 21 kg/cm2 nominal seat pressure

SCHEDULE B5- GRAVITY MAIN AND DISTRIBUTION

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 blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts and after laying jointing and testing of pipes, returning the 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.

Laying,jointing & testing of screwed and socketted Galvanised Mild steel tube of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-2004 ( with upto date ammendements ) of following diameter and class including all specials and fittings as required complete as per actual site condition with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in Charge. ( Earth work in trenches to be measured and paid separately ) The GI pipe will be supplied by the department.

15 mm dia (Light class)

20 mm dia (Light class)

25 mm dia (Light class)

32 mm dia (Light class)

40 mm dia (Light class)

50 mm dia (Light class)

65 mm dia (Light class)

Providing and fixing of brass full way wheel valve of superior quality as per relvant IS code specification in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

15mm dia

20mm dia

25mm dia

32mm dia

40mm dia

50mm dia

65mmdia

Laying ,jointing and testing in trenches galvanised mild steel tube fittings of medium grade jointed with 5% joints flanged and remaining butt welding joints of following diametre including the cost of bends complete as per IS 1239-1990 ( part I) as per dimensions, weight and test pressure mentioned below as per direction and to the entire satisfaction of Engineer-in charge.(The cost of MS Flanges and butt welds joints to be measured and paid separately)

125 mm dia (Mediumt Class) with every 5th joint flanged+ butt welding

Providing and welding M.S. flanges at suitable points to be provided 5% of total joint and remaining 95% joints with butt welded joint, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW 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.

125 MM dia GMS Tube From RD 0 to 1100 flange Table 5

Providing circumferencial Butt welded joints by electrical arc welding to GMS/MSERW 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 conforming to IS:814-1991, 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.

125 MM dia GMS Tube From RD 0 to 1100 flange Table 5

Providing and fixing double flanged cast iron sluice valve of Leader/ Kartar make of Class PN-1.00 including MS flanges confirming to IS 6392-1971 of Flange Table 5 and welding of MS flanges in requisite layers on both faces including carrige complete in all respect and to the entire satisfaction of the Engineer-in-charge.(i) 125 mmdia

Dismentalling of old GMS tube from trenches and stacked the pipe within 50 mtrs handed over to the Engineer -in- charge in all lead & lifts and to the entire satisfaction of the Engineer-in-charge.

32 mm dia from R.D 0/0 to 760 Mtrs.

80 mm dia from R.D 0/0 to 1890 Mtrs.

100 mm dia from R.D 0/0 to 4020 Mtrs.

MSERW pipe 150mm dia

Schedule B6 - PROVIDING FHTC

House Service Connection:- Laying, Jointing & testing in trenches of GI pipe to House Service Connection including pipe fittings,fixtures, demolation / restore of cement concrete work complete in all respect for Initial Stage (2019-2020) : 1524 Nos (House Hold

Laying in trenches galvanised mild steel tubes 15 mm dia [Light grade] tube fitting including Earth work in trenches & Dismentalling and restoration of concrete surface of House holds complete in all respect

Providing fittings and accessories e.g. Tee, Union, Nipple, Elbow,Wheel valve,1/4" ferrule, bib cock etc.required for House Hould connection upto domestic storage Tank.The 15mm dia. Wheel valve shall confirm to BIS 778:1980 CL-!-all other G.I. fittings shall confirm to BIS specification.

JAI BHUSHAN MALIK