Providing WSS to Chadhiar Khas and Multi Villages of Baijnath Lambagoon and Panchrukhi Block (Baijnath and Jaisinghpur Constituency) in Distt. Kangra HP

Amount

Schedule A-1 (Civil Works)

Percolation well:- Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) and Construction of Percolation well with 6.00 mtr internal diameter and 10.00 mtr depth ,having RCC Circular structure, Roofing with RCC slab, Walk way/passage CI Rungs inside the percolation from top to bottom and steel stair case from ground level to top of percolation well with connecting path having arrangement of chain pulley of suitable capacity for lowering the pumping machinary complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 6 sets of approved drawing and design with one soft copy to the department. ( Data Sheet No.1 (A) & Data Sheet 1(B)i

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) Construction of RCC framed pump house 5 mtrs height , including Gantry system of Pump Houses at following Locations 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 required users, including cost of site development required as per site condition,internal and, external landscaping, dewatering including P/F3/5 Tonne chain pulley / Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete as directed by engineer in charge. (Ref data sheet No. 2 & 3 for further details.). The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. ( Data Sheet No.1 (B) & (B)ii

Pump house at village Haler 1 No. 272.50 Sqm.(With Gantry System)

Pump house at village Dandhara 1 No. 62.95 Sqm.

Control Room 2 Nos at village Dandhara & Village Sansai 1 No. 25.24 Sqm. Each

Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves, be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data Sheet No.1 (c)

C/O Collection Tank at Node 5 (Haler)1695000 Ltrs capacity

C/O Main storage Tank at Node 7 (Kurang) 3080000Ltrs Capacity with Disinfection system complete as per Data sheet No. 1 C(3)

Sector Reserviors:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all allied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves,bulk meter/ flow meter shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data Sheet No. 1 (c)

Sector Storage Tank at Node 24(Raj Nagar) 85000Ltr Capacity

Sector Storage Tank at Node 27 (Dhandhol 15,000 Ltr Capacity

Sector Storage Tank at Node 30 (Patel Nagar ) 15,000 Ltr Capacity

Sector Storage Tank at Node 19 (Majhoti )75,000 Ltr Capacity

Sector Storage Tank at Node 22(Paleta ) 25,000 Ltr Capacity

Sector Storage Tank at Node 13 (Mungal) 65,000 Ltr Capacity

Sector Storage Tank at Node 11 ( Banchambi) 190000 Ltr Capacity

Sector Storage Tank at Node 14( Matial) 35,000 Ltr Capacity

Sector Storage Tank at Node 34( Ban Bhulana) 85000 Ltr Capacity

Sector Storage Tank at Node 35( Simble) 55,000 Ltr Capacity

Sector Storage Tank at Node 61 ( Upper Nagban)15,000 Ltr Capacity

Sector Storage Tank at Node 58 (Baralu) 25,000 Ltr Capacity

Sector Storage Tank at Node 45 ( Gher)65,000 Ltr Capacity

Sector Storage Tank at Node 46 (Ambotu ) 25,000 Ltr Capacity

Sector Storage Tank at Node 50 (Sora) 55,000 Ltr Capacity

Sector Storage Tank at Node 10( Badarpat) 150000 Ltr Capacity

Sector Storage Tank at Node 9(Lugat ) 1,50,0000Ltr Capacity

Sector Storage Tank at Node 8 ( Dhandera )16,50,000Ltr Capacity

Construction of RCC Circular Over head storage tank of various capacity staging height, and including preparation and submission of structural drawing and design, cost of materials & carriage of materials within all leads and lifts including cost of excavation and developement of site:-

Construction of RCC Circular Over head storage tank of 2,15,000 litrs capaciy of 10 metre staging height, at Node No . 23 ( at village Samleter)

Construction of RCC Circular Over head storage tank of 1,10,000 litrs capaciy of 10 metre staging height, at Node No . 25 ( at Village Dhargeher)

Construction of RCC Circular Over head storage tank of 50,000 litrs capaciy of 10 metre staging height, at Node No . 40( at Village Drug)

Construction of RCC Circular Over head storage tank of 1,40,000 litrs capaciy of 10 metre staging height, at Node No . 41( at Village Kachhera)

Construction of RCC Circular Over head storage tank of 65000 litrs capaciy of 10 metre staging height, at Node No . 57( at Village Bar)

Schedule A 2 Gravity main and Distribution system

GRAVITY MAIN& DISTRIBUTION SYSTEM:- 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, 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 useable and unusable material/soil separately and after laying jointing and testing of pipes, returning the useable 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 Excluding restoration of unmetaled/ mattelled surfaces to its original condition ( will be paid separately) 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. ( Data Sheet No.2)

Providing, laying, jointing and testing in trenches of Galvanized MSERW flanged/butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO:3183-2007 with steel grade PSL-1,L-210,L-290 or X-42 ( with upto date ammendements )having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 5% of total joints and remaining 95% joints with butt welded joints as per table below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments). 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves 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 pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736 -1986 (with upto date ammendments) with mass of zink coating not less than 400 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make.Negative tolerance in thickness and mass/weight will not be accepted. 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 flanged joint shall be measured and paid for separately).After getting the design approved from competent authority, If there will be any change in the class and thickness of Rising main, the cost of the same will be paid on pro-rata basis.

250 mm dia MSERW pipe wall thickness 4.80 mm with Flange table -5

Providing , Laying, jointing and testing in trenches of GMS pipe butt welded 95% joints butt welded & 5% Flanged joints pipes including cost of flanged bends of all degrees conforming to IS 1239- 2004 (Medium Class) with upto date ammendements ) as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The butt welded joints as per table below duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments).The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of 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. Negative tolerance in thickness and mass/weight will not be accepted.The pipe shall be factory galvanized as per IS: 4736-1986 (with up to date ammendements) with zink coating not less than 400 gms/sqm. (earth work in trenches to be measured and paid separately )

150 mm dia nominal bore (M)flange Table -5(less length of bend @1mtr each)

125 mm dia nominal ore (M) flange Table -5 (less length of bend @1mtr each)

100 mm dia nominal bore (M) Flange Table -5(less length of bend @1mtr each)

80 mm dia nominal bore (M) flange Table -5 (less length of bend @1mtr each)

65 mm dia nominal bor (M) flange Table -5 (less length of bend @1mtr each)

50 mm dia nminal bore (M) flange Table -5 (less length of bend @1mtr each)

40 mm dia nminal bor (M) flange Table -5 (less length of bend @1mtr each)

32mm dia nminal bor (M) flange Table -5 (less length of bend @1mtr each)

Providing double flanged C I sluice valve of approved preferred make by the Jal Shakti Department ( Data Sheet No : 16 ) class PN 1.60 with standing the nominal seat pressure as per IS: 780-1984 with upto date ammendments as per direction and to the entire satisfaction of Engineer-in-Charge with in all leads and lifts.

250 mm dia

150 mm dia

125 mm dia

100 mm dia

80 mm dia

65 mm dia

50 mm dia

40 mm dia

32 mm dia

Providing,jointing and testing G I flanged Bend complete as per GI test pressures mentioned below in a random length of 5.50 to6 meters. The Forged Steel flanges are to be provided on each joint as per table given below conforming to ANSI 16.5 B and welding of flanges with electrodes as per relevants codes including required number & size of nuts and bolts as per relevants codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per relevants codes . The welding of flanges to be done on both faces in two layers to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipe should be conformed to IS:5822-1994.(Earth work in trenches to be measured and paid for separately ).

250 mm dia

150 mm dia

125 mm dia .

100 mm dia

80 mm dia

65 mm dia

50 mm dia

40 mm dia

Providing MS flanges (In pairs) for the joints of G.I. pipes mentioned as below and same shall conform to BIS 6392-1971 ( latest with up to date amendments) including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge.

Table - 5 (250mm)

Table - 5 (150mm)

Table - 5 (125mm)

Table - 5 (100mm)

Table - 5 (80mm).

Table - 5 (65 mm)

Table - 5 (50 mm)

Table - 5 (40 mm)

Schedule A3 Pumping machinery & Electrical works

Supply ,Installation ,Testing & Commissioning with automation (To be paid separately) energy efficient Submersible pumping set approved preferred make by the Jal Shakti Department ( Data Sheet No : 16) conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear 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 & 2900/1450 rpm of reputed make conforming to BIS 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 NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The HP are indicative.Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly.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 Below. ( Data Sheet No.3 ( A)

Booster stage:- S/E Submersible pump from P/Well to C/Tank PW to RWT = 18.09 LPS with head of 29.67 m 2.0Nos Pumps ( 1standby) Total Sets =2 Nos 2X 12.50 HP

Booster stage:- S/E Submersible pump from P/Well to C/Tank PW to RWT = 18.09 LPS with head of 33.59 m 2.0Nos Pumps ( 1standby) Total Sets =2 Nos 2X 15 HP

Booster stage:- S/E Submersible pump from P/Well to C/Tank PW to RWT = 18.09 LPS with head of 37.09 m 2.0 Nos Pumps ( 1standby) Total Sets =2Nos 2X 20 HP

Booster stage:- S/E Submersible pump from P/Well to C/Tank PW to RWT = 18.09 LPS with head of 45.79 m 2.0 Nos Pumps ( 1standby) Total Sets =2 Nos 2X 20 HP

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning with automation (To be paid separately) of energy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make of approved preffered make by the Jal Shakti department ( Data Sheet No 16)confirming to 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, dia of 405mm priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrome 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/TEFC/CACA of standard make/ approved preffered make by the Jal Shakti department ( Data sheet No : 16) and suitable for operation on 11 KV HT, 50 cycles/second 3 phase AC electric supply. 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 (-) 15% 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. 13) including Pump sets (working + standby), 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 necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative.Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly. ( Data Sheet No. 8 )

Automation-Provision and installation of flow measurement devices to be installed at discharge point of the PW's, Water pumping stations,MBR and service storage tank with appropriate sensors along-with the provision with the required data transmission system to central station for analysis with appropriate power backup system icluding SCADA system complete in all respect in all leads and lifts and to the entire stisfection of Engineer-in-charge .( Data Sheet No. 3( B)

Stage 1st - Centrifugal Machinery of discharge 18.09 LPS with head of 667.63 m = 6 Nos Pumps ( 2 standby) 6 X 300 HP each

Stage 2nd - Centrifugal Machinery of discharge 17.56 LPS with head of 239.32 m = 3 Nos Pumps ( 1 standby) 3X 125 HP each

Stage 3rd - Centrifugal Machinery of discharge 5.14 LPS with head of 79.85 m = 2 Nos Pumps ( 1 standby) 2 X 7.50 HP each

Stage 4th - Centrifugal Machinery of discharge 4.80 LPS with head of 130.30 m = 2Nos Pumps ( 1 standby) 2X 10 HP each

Schedule A4 ( Rising Main)Rising Mains (Data Sheet No. 4)

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 pumping out water, 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 , planking, timbering & dewatering 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 including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts Excluding restoration metalled surfaces to its original condition( Will be paid Separately) & 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 GMS pipe butt welded 95% joints butt welded & 5% Flanged joints pipes including cost of flanged bends of all degrees conforming to IS 1239- 2004 (Medium Class) with upto date ammendements ) as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The butt welded joints as per table below duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments).The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of 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. Negative tolerance in thickness and mass/weight will not be accepted.The pipe shall be factory galvanized as per IS: 4736-1986 (with up to date ammendements) with zink coating not less than 400 gms/sqm. (earth work in trenches to be measured and paid separately )

Booster Stage Rising Main From Percullation Well No :I to collection tank Galvanised iron pipe150 mm dia wall Thickness 4.8 mm with Flange Table -5 =500-5=495 Rmt(less length of bend @1mtr each)

Booster Stage Rising Main From Percullation Well No :II to collection tank Galvanised iron pipe 150 mm dia wall Thickness 4.8 mm with Flange Table -5 =750-5=745 Rmt(less length of bend @1mtr each)

Booster Stage Rising Main From Percullation Well No :III to collection tank Galvanised iron pipe 150 mm dia wall Thickness 4.8 mm with Flange Table -5 =1050-5=1045 Rmt(less length of bend @1mtr each)

Booster Stage Rising Main From Percullation Well No :IV to collection tank Galvanised iron pipe150 mm dia wall Thickness 4.8 mm with Flange Table -5 =1450-5=1445 Rmt(less length of bend @1mtr each)

Providing, laying, jointing and testing in trenches of Galvanized MSERW flanged/butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO:3183-2007 with steel grade PSL-1,L-210,L-290 or X-42 ( with upto date ammendements )having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 5% of total joints and remaining 95% joints with butt welded joints as per table below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments). 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves 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 pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736 -1986 (with upto date ammendments) with mass of zink coating not less than 400 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make.Negative tolerance in thickness and mass/weight will not be accepted. 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 flanged joint shall be measured and paid for separately).After getting the design approved from competent authority, If there will be any change in the class and thickness of Rising main, the cost of the same will be paid on pro-rata basis.

Ist Stage: Pump House Haler to Main Tank at Node 7 (Kurang) T. Length=7810 Rmt)

300 mm dia (RD 0-1150. ) =1150 Rmt 11.10 mm Wall Thickness with F T-38

300 mm dia (RD1150-2350. ) =1200 Rmt 10.30 mm Wall Thickness with F T-34

300 mm dia (RD2350-4650 ) =2300 Rmt 7.90 mm Wall Thickness with F T-34

300 mm dia (RD4650- 5100 ) =450 Rmt 6.40 mm Wall Thickness with F T-28

300 mm dia (RD5100- 6510 ) =1410 Rmt 5.60 mm Wall Thickness with F T-28

300 mm dia (RD6510- 7810 ) =1300 Rmt 4.400 mm Wall Thickness with F T-17

2nd Stage: Pump House Dhandera to Main Tank ( Lugat) T. Length=3010 Rmt)

200 mm dia (RD 0- 200 ) =200 Rmt 4.80 mm Wall Thickness with F T-28

200 mm dia (RD 200-900 ) =700 Rmt 4.00 mm Wall Thickness with F T-23

200 mm dia (RD 900-2000 ) =1100 Rmt 4.00 mm Wall Thickness with F T-17

200 mm dia (RD2000-3010 ) =1010 Rmt 4.00 mm Wall Thickness with F T-5

3rd Stage: Pump House Dhandera to Main Tank (Kolkar) T. Length=1430Rmt)

80 mm dia (RD0- 1430 ) =1430 Rmt 4.80 mm Wall Thickness with F T-5

4th Stage: Pump House Sansai to Main Tank ( Dhar Colony) T. Length=495Rmt)

80 mm dia (RD0- 495 ) =495 Rmt 4.80 mm Wall Thickness with F T-5

Providing and fixing of double flange cast steel N.R.V of approved perferred make by the Jal Shakti department ( Data Sheet No : 16) of various dia dia PN-1.0 as per IS: 5312 for the delivery line of pump house and capable of with standing the normal sheet pressure and as per upto date ammendments and compatable to automation including MS flanges with table 23,17 and bolts gasket sheet etc. complete in all respects for 1st and 2nd stage rising mains as below.

300 mm dia

200 mm dia

150 mm dia

80 mm dia

Providing and fixing screwed /Flanged CI air valve of various dia (Single/Double type) conforming to as per IS-14845 of approved perferred make by the Jal ShaktiDepartment ( Data sheet No : 16) with upto date ammendments as per Class PN 1.00 with staning a seat pressure of 11.22Kg/cm2in rising main with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

80 mm dia

50 mm dia

40 mm dia

Booster stage

Providing,laying,jointing and testing flanged bends of all degrees manufacured from G.I. ( M. Class ) parent pipe of relevants requirement with 3-4 cuts of radius not less than 5.00 times dia.of pipe to meet the code requirement with welding of all tail pieces as per code requirement. The Forged Steel flanges are to be provided on each joint conforming to ANSI 16.5 B and welding of flanges as per relevant codes with electrodes as per relevant codes including required number & size of nuts and bolts as per relevant codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per relevant codes. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipe should be conformed to IS:5822-1994.

150 mm dia

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end galvanised pipe in three layers (one inner and two outer) with pipes at both ends to make the joint leak proof (The cost of providing and laying of Galvanised pipes and butt welded joint to be measured and paid for separately). 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 satisfaction of Engineer in Charge with in all leads and lifts.

150 mm dia Table 5 ( 150 mm dia G.I pipe Medium Class)

80 mm dia Table 5 ( 150 mm dia G.I pipe Medium Class)

Miscellaneous

Construction of Retaing wall with cement concrte 1:5:10 with 15 % plum concrete to protect the various Civil Structures of Pump houses,Tanks,etc.Before execution of work at site take approval of Drawing/Design from competent authority ) The other specifications/requirement as per Data Sheet No.6

Construction of supporting piller for rising main of RCC in concrete mix of M-30 grade i/c cost of Excavation , form work , CC work, and reinforcement & curing complete of various location to provide support to rising main pipe after every 50 m length of various height as required at site complete as per direction and to the entire satisfaction of Engineer -in-Charge with in all leads and lifts..Before execution of work at site take approval of Drawing/Design from competent authority ) The other specifications/requirement as per Data Sheet No. 7

Construction of Thrust Block in concrete mix of M-30 grade i/c cost of Excavation , form work , CC work, and reinforcement & curing complete of tentative size 1.50m x 1.50m x 2.00m to provide support to rising main pipe after every 50 m length complete as per direction and to the entire satisfaction of Engineer -in-Charge with in all leads and lifts. (The RD wise structural design shall got approved from the competent autrhority prior to construction of Thrust/Anchor blocks) Data sheet No8

Construction of approach road from link road upto intake (source site) and Pumping stations complete, including metalling and tarring,etc.Before execution of work at site take approval of Drawing/Design from competent authority ) The other specifications/requirement as per Data Sheet No.9

Construction of Boundary Wall arround / fencing for various Civil Structures of Pump houses,Tanks,etc. i/c cost of Excavation , form work , CC work, , steel work and fencing pannel complete toprotect the structure complete as per direction and to the entire satisfaction of Engineer -in-Charge with in all leads and lifts.Before execution of work at site take approval of Drawing/Design from competent authority. The other specifications/requirement as per Data Sheet No 10.

Restoration of road damages due to digging during laying of various dia of pipe in diffrents RD,s complete in all respect and as per the entire satisfaction of Engineer-in Charge.Before execution of work at site take approval of Drawing/Design from competent authority ) The other specifications/requirement as per Data Sheet No.11

Construction of road crossing at various RD,s for laying of pipe of various dia complete in all respect and as per the entire satisfaction of Engineer-in Charge.Before execution of work at site take approval of Drawing/Design from competent authority ) The other specifications/requirement as per Data Sheet No.12

Road crossing in Main Road

Road crossing in Village/ State Road

Construction of G.I wire crate to protect civil Structures of Pump houses,Tanks,etc at intake point at Khalta Before execution of work at site take approval of Drawing/Design from competent authority ) The other specifications/requirement as per Data Sheet No.13

Providing and fixing of flood light/ LED lights around the various Civil Structures of Pump houses,Tanks,etc.Before execution of work at site take approval of Drawing/Design from competent authority ) The other specifications/requirement as per Data Sheet No.14

AUTOMATION OF ENTIRE SYSTEM :- The Tenderer /form shall automate the scheme along with pumping machinery & other units( as per Technical specifications given in Vol-II and Data Sheet No :11) scheme up to MBR-I & three storage tanks( as decided by the Engineer- in Charge) and shall be automated in such a way that these are automatically oprated at pre fixed / time or any othe logic decided by the department and oprated fromm main SCADA center at main Pump house , the entire automation is to be carriedout as per the technical data sheet for Electrical instrumentation and automation works volume -III in accordance with the technical specification for automation atteched in volume -II . Electromagnatic flow meter of approved makes shall be provided at each storage reservior outlets and its output in the shape of total quantum od water delever in a hours day and month shall be genrated at main control station . GSM based devises shall be installed at each tank location , which shall sand masseges through SCADA station at remote access location at main Pump House. The Data transmission system at each tank concist of field instruments for providing digital and analog signal to Data transfar module. The module shall have a comnication to web data transfer system modle comunication. The control /RTU station shall have control station with programmeble grafic process, Mimices , Realy time and hystorical trending face plate and groop display , alarm management and report with lazer Jet Printer and required fruniture. At each Tank locations controlling devices hsall be installed with water metre sensors, flow transmitters, level transmitters in each tanks. Installation of Hardware along with commissioning / programming as per user requirement shall be done. The Detail automation proposal shall be got approved by the firm from the competent authority. Firm has to incorporate all the inputs and outputs suggested by the department in the SCADA. To automised the entire schemes up to junction points of all slected storage tanks( Decision for finalisation of proposal lies with the department without assigning any reasion ) As per relevent data sheet and scope work( reffer Vol-II technical specificatiob and vol-III Data sheet No : 15

Schedule A5

House Service Connection:- Providing, Laying, Jointing of GI pipe to House Service Connection including GI pipe ,fittings,fixtures, demolation / restore of cement concrete work complete in all respect for Initial Stage (2020-2021) & 2021-2022- : 11285Nos (House Hold) .( Data Sheet No. 5)

Providing and installation of House connections with 15mm dia Tube fitting such as G.I Elbow, G.I Tees, G.I Sockets, G.I Unions, G.I Nipples, Collars, Air valves and 1/4'' ferrule connections complete in all respects to the entire satisfaction of Engineer-in- Charge.

Kashmirilal Constructions Pvt. Ltd.

HARJEET SINGH

BRIJ GOPAL CONSTRUCTION COMPANY PVT LTD

National India Construction Co.

Unipro Techno Infrastructure Pvt Ltd