Engineering procurement construction testing commissioning trial run of various components of LWS to 8 nos Panchyats Sandhole Neri Ghanala Sohar Kothwan Dhalara and Beri in Tehsil Sandhole Distt Mandi HP under Jal Jeevan mission

Amount

Schedule A1 - 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 15.00 mtr depth ,having RCC Circular structure, Roofing with RCC slab, Walk way/peasage 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. (Refer Vol-II-Technical specification & Vol-III, Data sheet No. 1).

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

C/O 2 Nos steel Crossing on khad for Span-60 m, complete item in all respect.) (1.20 Mts. Wide)

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) 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 solar powered Street lighting, 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. (Refer Vol-II-Technical specification & Vol-III, Data sheet No. 2&3).

Pump house at village Baduor Sehar 1 No. 160.74 Sqm.

Small Pump houses Over percolation wells (3 Nos,18.00 sqm each)

Main Balancing Reservior and Sump/collection:- 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,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. (Refer Vol-II-Technical specification & Vol-III, Data sheet No. 4,5&6).

Construction of MBR -50 KL -GL (Vill Kothwan)

Construction of MBR -60 KL -GL (Vill Upper Dhalara)

Construction of MBR -120 KL -GL (Vill Bind (Gawalla)

C/o Sump well (C/T) 200 KL-GL (Vill Badour Sahar )

Sector Reserviors:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular Over Head Storage Reservoirs 15 Mtrs staging height each 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,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. (Refer Vol-II-Technical specification & Vol-III, Data sheet No. 4,5&6).

Construction of OHSR with 15 mtrs.stagging height -50 KL -GL (Vill Dyodi)

Construction of OHSR with 15 mtrs.stagging height -70 KL -GL (Vill Bhanwal Basti)

Construction of OHSR with 15 mtrs.stagging height -50 KL -GL (Vill Takrer)

Schedule A2 -Pumping Machinery and Electrical works Supply of star rated enrgy efficient Submersible pumping set of KSB/Calama/ Johnston/ Crompton/BS/ SABAR/ Oswal/ Kirloskar make 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/TEFC/CACA 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 (Refer Vol-II-Technical specification & Vol-III, Data sheet No. 12).

Booster stage:- 2sets for each station (1 working & 1 standbye)

PW1 to CT Bhadour Sehar(21.58 LPS with Head of 26.27 m - 2 set of 15 HP)

PW2 to CT Badour Sehar (21.58 LPS with Head of 26.27 m - 2 set of 15 HP)

PW3 to Sump well Jamulla (4.30 LPS with Head of 116.52 m - 2 set of 15 HP)

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of star rated enrgy 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 such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE 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 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor/TEFC/CACA of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven/ABB/CGL 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.(Refer Vol-II-Technical specification & Vol-III, Data sheet No. 13).

Ext. PH at Jamulla to MBR Bhalu - 4 sets (2 working & 2 standbye) of 4.47 LPS and 60HP each with total Head 258.57 m.

Ext. PH at Rawara to SR Ghanalla 2 sets (1 working & 1 standbye) of 2.42 LPS and 10 HP each with total Head 37.86 m.

Ext. PH at Rawara to SR at Rawara 2 sets (1 working & 1 standbye) of 3.17 LPS and 20 HP each with total Head 110.00 m.

Ext. PH at Kothowan to MBR Kothwan 2 sets (1 working & 1 standbye) of 4.08 LPS and 60 HP each with total Head 299.61 m.

Ext. PH at Sohar to OHSR Sohar 2 sets (1 working & 1 standbye) of 2.27 LPS and 10 HP each with total Head 44.14 m.

PH at Badour Sehar to MBR Gawalla - 4 sets (2 working & 2 standbye) of 7.03 LPS and 100 HP each with total Head 544.35 m.

PH at Badour Sehar to MBR Upper Dhalara - 4 sets (2 working & 2 standbye) of 3.77 LPS and 50 HP each with total Head 481.65 m.

PH at Badour Sehar to Sump well at Jumulla 2 sets (1 working & 1 standbye) of 8.93 LPS and 20 HP each with total Head 38.79 m.

Schedule A3 - 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 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 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, fixing, jointing and testing in trenches of Galvanized MSERW/GMS flanged/butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO:3183-2012 with steel grade PSL-1,L-210 or X-42/ BIS 1239-2004 ( 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 & butt welded joints 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. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 8 & 9).

P/L 200 mm dia GMSERW pipe 4.80 mm wall thickness with flange table-5,in Rising Main from Proposed PW 1 to Pump House from RD 0 to 716 Rmt.=716 Rmt.

P/L 200 mm dia GMSERW pipe 4.80 mm wall thickness with flange table-5 in Rising Main from Proposed PW 2 to Pump House from RD 0 to 917 Rmt.=917 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm in Rising Main from Jamulla Sump well to MBR Bhallu from RD 0 to 2500 Rmt.=2500 Rmt.

P/L 125 mm dia GMS pipe (Heavy class) in Rising Main from Jamulla Sump well to MBR Bhallu from RD 2500 to 3000 Rmt.=500 Rmt.

P/L 125 mm dia GMS pipe (Medium class) in Rising Main from Jamulla Sump well to MBR Bhallu from RD 3000 to 3503 Rmt.=503 Rmt.

P/L 65 mm dia GMS pipe (Heavy class) in Rising Main from Existing PH Rawara (Ghanalla) to SR6-Ghanalla from RD 0 to 500 Rmt.=500 Rmt.

P/L 65 mm dia GMS pipe (Medium class) in Rising Main from Existing PH Rawara (Ghanalla) to SR6-Ghanalla from RD 500 to 966 Rmt.=466 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm in Rising Main from Existing PH Rawara (Kachali) to SR-Kachali from RD 0 to 500 Rmt.=500 Rmt.

P/L 80 mm dia GMS pipe (Heavy class) in Rising Main from Existing PH Rawara (Kachali) to SR-Kachali from RD 500 to 1000 Rmt.=500 Rmt.

P/L 80 mm dia GMS pipe (Medium class) in Rising Main from Existing PH Rawara (Kachali) to SR-Kachali from RD 1000 to 1458 Rmt.=458 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm in Rising Main from Existing source LWSS Kothuwan (Nounu) to MBR Kothwan from RD 0 to 2000 Rmt.=2000 Rmt.

P/L 80 mm dia GMS pipe (Medium class) in Rising Main from Existing source LWSS Kothuwan (Nounu) to MBR Kothwan from RD 2000 to 2411 Rmt.=411 Rmt.

P/L 65 mm dia GMS pipe (Heavy class)in Rising Main from Pump house Sohar to SR Sohar (OHT 10 M) from RD 0 to 500 Rmt.=500 Rmt.

P/L 65 mm dia GMS pipe (Medium class)in Rising Main from Pump house Sohar to SR Sohar (OHT 10 M) from RD 500to 879 Rmt.=379 Rmt.

P/L 125 mm dia GMS pipe (Heavy class) in Rising Main from Pump house to Jamulla Sump well from RD 0 to 500 Rmt.=500 Rmt.

P/L 125 mm dia GMS pipe (Medium class) in Rising Main from Pump house to Jamulla Sump well from RD 500 to 978 Rmt.=478 Rmt.

P/L 150 mm dia GMSERW having wall thickness of 5.20 mm pipe in Rising Main from Pump house to MBR-1 Gawalla from RD 0 to 1000 Rmt.=1000 Rmt.

P/L 150 mm dia GMSERW pipe having wall thickness of 4.80 mm in Rising Main from Pump house to MBR-1 Gawalla from RD 1000 to 7000 Rmt.=6000 Rmt.

P/L 150 mm dia GMS (Heavy class) pipe in Rising Main from Pump house to MBR-1 Gawalla from RD 7000 to 7488 Rmt.=488 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm in Rising Main from Pump house to MBR-2 Dhallara from RD 0 to 7000 Rmt.=7000 Rmt.

P/L 125 mm dia GMS pipe (Medium class) in Rising Main from Pump house to MBR-2 Dhallara from RD 7000 to 8508 Rmt.=1508 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm in Rising Main from percolation well Jamulla to Pump House from RD 0 to 500 Rmt.=1287 Rmt.

P/L 80 mm dia GMS pipe (Heavy class) in Rising Main from percolation well Jamulla to Pump House from RD 500 to 1000 Rmt.=500 Rmt.

P/L 80 mm dia GMS pipe (Medium class)in Rising Main from percolation well Jamulla to Pump House from RD 1000 to 1287 Rmt.=287 Rmt.

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 GMSERW/GMS 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 GMSERW/GMS 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.

P/L 200 mm dia GMSERW pipe 4.80 mm wall thickness with flange table-5,in Rising Main from Proposed PW 1 to Pump House from RD 0 to 716 Rmt.=716 Rmt.

P/L 200 mm dia GMSERW pipe 4.80 mm wall thickness with flange table-5 in Rising Main from Proposed PW 2 to Pump House from RD 0 to 917 Rmt.=917 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table -28 in Rising Main from Jamulla Sump well to MBR Bhallu from RD 0 to 500 Rmt.=500 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table -23 in Rising Main from Jamulla Sump well to MBR Bhallu from RD 500 to 1500 Rmt.=1500 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table -17 in Rising Main from Jamulla Sump well to MBR Bhallu from RD 1500 to 2500 Rmt.=1000 Rmt.

P/L 125 mm dia GMS pipe (Heavy class) with flange table-11 in Rising Main from Jamulla Sump well to MBR Bhallu from RD 2500 to 3000 Rmt.=500 Rmt.

P/L 125 mm dia GMS pipe (Medium class) with flange table - 5 in Rising Main from Jamulla Sump well to MBR Bhallu from RD 3000 to 3503 Rmt.=503 Rmt.

P/L 65 mm dia GMS pipe (Heavy class) with flange table-5 in Rising Main from Existing PH Rawara (Ghanalla) to SR6-Ghanalla from RD 0 to 966 Rmt.=966 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm with table-17 in Rising Main from Existing PH Rawara (Kachali) to SR-Kachali from RD 0 to 500 Rmt.=500 Rmt.

P/L 80 mm dia GMS pipe (Heavy class) with flange table-11 in Rising Main from Existing PH Rawara (Kachali) to SR-Kachali from RD 500 to 1000 Rmt.=500 Rmt.

P/L 80 mm dia GMS pipe (Medium class) with flange table-5 in Rising Main from Existing PH Rawara (Kachali) to SR-Kachali from RD 1000 to 1458 Rmt.=458 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-28in Rising Main from Existing source LWSS Kothuwan (Nounu) to MBR Kothwan from RD 0 to 1000 Rmt.=1000 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-23 in Rising Main from Existing source LWSS Kothuwan (Nounu) to MBR Kothwan from RD 1000 to 1500 Rmt.=500 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-17in Rising Main from Existing source LWSS Kothuwan (Nounu) to MBR Kothwan from RD 1500 to 2000 Rmt.=500 Rmt.

P/L 80 mm dia GMS pipe (Medium Class) with flange table-5 in Rising Main from Existing source LWSS Kothuwan (Nounu) to MBR Kothwan from RD 2000 to 2411 Rmt.=411 Rmt.

P/L 65 mm dia GMS pipe (Heavy class) with flage table-5 in Rising Main from Pump house Sohar to SR Sohar (OHT 10 M) from RD 0 to 879 Rmt.=879 Rmt.

P/L 125 mm dia GMS pipe (Heavy class) with flange table-5 in Rising Main from Pump house to Jamulla Sump well from RD 0 to 978 Rmt.=978 Rmt.

P/L 150 mm dia GMSERW having wall thickness of 5.20 mm with flange table -34 pipe in Rising Main from Pump house to MBR-1 Gawalla from RD 0 to 3000 Rmt.=3000 Rmt.

P/L 150 mm dia GMSERW having wall thickness of 5.20 mm with flange table -28 pipe in Rising Main from Pump house to MBR-1 Gawalla from RD 3000 to 4000 Rmt.=1000 Rmt.

P/L 150 mm dia GMSERW having wall thickness of 5.20 mm with flange table -23 pipe in Rising Main from Pump house to MBR-1 Gawalla from RD 4000 to 6000 Rmt.=2000 Rmt.

P/L 150 mm dia GMSERW having wall thickness of 5.20 mm with flange table -17 pipe in Rising Main from Pump house to MBR-1 Gawalla from RD 6000 to 7000 Rmt.=1000 Rmt.

P/L 150 mm dia GMSERW having wall thickness of 5.20 mm with flange table -5 pipe in Rising Main from Pump house to MBR-1 Gawalla from RD7000 to 7488 Rmt.=488 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-34 in Rising Main from Pump house to MBR-2 Dhallara from RD 0 to 2000 Rmt.=2000 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-28in Rising Main from Pump house to MBR-2 Dhallara from RD 2000 to 4000 Rmt.=2000 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-23in Rising Main from Pump house to MBR-2 Dhallara from RD 4000 to 6000 Rmt.=2000 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-17in Rising Main from Pump house to MBR-2 Dhallara from RD 6000 to 7000 Rmt.=1000 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-5 in Rising Main from Pump house to MBR-2 Dhallara from RD 7000 to 8508 Rmt.=1508 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-17 in Rising Main from percolation well Jamulla to Pump House from RD 0 to 500 Rmt.=500 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-5 in Rising Main from percolation well Jamulla to Pump House from RD500 to 1287 Rmt.=787 Rmt.

Providing circumferential butt welded joints by electrical arc welding to GMSERW/GMS 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.

P/L 200 mm dia GMSERW pipe 4.80 mm wall thickness with flange table-5,in Rising Main from Proposed PW 1 to Pump House from RD 0 to 716 Rmt.=716 Rmt.

P/L 200 mm dia GMSERW pipe 4.80 mm wall thickness with flange table-5 in Rising Main from Proposed PW 2 to Pump House from RD 0 to 917 Rmt.=917 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table -28 in Rising Main from Jamulla Sump well to MBR Bhallu from RD 0 to 3503 Rmt.=3503 Rmt.

P/L 65 mm dia GMS pipe (Heavy class) with flange table-5 in Rising Main from Existing PH Rawara (Ghanalla) to SR6-Ghanalla from RD 0 to 966 Rmt.=966 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm with table-17 in Rising Main from Existing PH Rawara (Kachali) to SR-Kachali from RD 0 to 1458 Rmt.=1458 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-28in Rising Main from Existing source LWSS Kothuwan (Nounu) to MBR Kothwan from RD 0 to 2411 Rmt.=2411 Rmt.

P/L 65 mm dia GMS pipe (Heavy class) with flage table-5 in Rising Main from Pump house Sohar to SR Sohar (OHT 10 M) from RD 0 to 879 Rmt.=879 Rmt.

P/L 125 mm dia GMS pipe (Heavy class) with flange table-5 in Rising Main from Pump house to Jamulla Sump well from RD 0 to 978 Rmt.=978 Rmt.

P/L 150 mm dia GMSERW having wall thickness of 5.20 mm with flange table -34 pipe in Rising Main from Pump house to MBR-1 Gawalla from RD 0 to 7488 Rmt.=7488 Rmt.

P/L 125 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-34in Rising Main from Pump house to MBR-2 Dhallara from RD 0 to 8508 Rmt.=8508 Rmt.

P/L 80 mm dia GMSERW pipe having wall thickness of 4.80 mm with flange table-17 in Rising Main from percolation well Jamulla to Pump House from RD 0 to 1287 Rmt.=1287 Rmt.

Providing and fixing double flanged cast steel Sluice valve of following dia of Kirloskar/Leader make conforming to BS:1414 / API-600 various Class including campanion sheet gasket 3 mm thick with MS flanges as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of as required 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.

150 mm dia class ASA-300 with flange table-34

125 mm dia class ASA-300 with flange table-34

125 mm dia class ASA-150 with flange table-28

50 mm dia class ASA-150 with flange table-28

Providing and fixing double flanged cast steel non return valve of following dia of Kirloskar/Leader make conforming to BS:1868 / API-600 various class including campanion sheet gasket 3mm thick with MS flanges of suitable table as given below as per IS 6392-1971 i/c welding of M.S. flanges in three layers (one inner and two outer) with pipes at both ends to make the joint leak proof and capable of with standing of nominal seat pressure as required 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.

150 mm dia class ASA-300 with flange table-34

125 mm dia class ASA-300 with flange table-34

125 mm dia class ASA-150 with flange table-28

50 mm dia class ASA-150 with flange table-28

Providing and fixing double flanged cast iron Sluice valve of following dia of Kirloskar/Leader make conforming to IS:14846 various Class including campanion sheet gasket 3 mm thick with MS flanges as per IS 6392-1971 i/c welding of M.S. flanges as given below in three layers (one inner and two outer) with pipes at both ends to make the joint leak proof and capable of with standing of nominal seat pressure as required 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.

200 mm dia class PN-1 with flange table-5

65 mm dia class PN-1.6 with flange table-5

80 mm dia class PN-1.6 with flange table-17

Providing and fixing double flanged cast iron non return valve of following dia of Kirloskar/Leader make conforming to IS:14846 various class including campanion sheet gasket 3mm thick with MS flanges as per IS 6392-1971 i/c welding of M.S. flanges in three layers (one inner and two outer) to make the joint leak proof and capable of with standing of nominal seat pressure as required 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.

200 mm dia class PN-1 with flange table-5

65 mm dia class PN-1.6 with flange table-5

80 mm dia class PN-1.6 with flange table-17

Providing and fixing cast iron flow meter wolmen type megnatic drive class- B D/F complete in all respects with necessary fittings as per the direction of Engineer-in Charge

200 mm dia

150 mm dia

125 mm dia

80 mm dia

65 mm dia

50 mm dia

Schedule A4- Gravity Mains & Distribution System:- 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 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. 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 )After getting the design approved from competent authority, If there will be any change in the class and thickness of pipe, the cost of the same will be paid on pro-rata basis.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 11)

50 mm dia (Medium class)

65 mm dia (Medium class)

80 mm dia (Medium class)

100 mm dia (Medium class)

50 mm dia (Heavy class)

65 mm dia (Heavy class)

80 mm dia (Heavy class)

100 mm dia (Heavy class)

125 mm dia (Heavy class)

Providing and fixing double flanged cast iron Sluice valve of following dia of Kirloskar/Leader make conforming to IS:14846 including campanion sheet gasket 3 mm thick with MS flanges as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal suitable seat pressure 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.

50 mm dia PN-1.6 FT-5

65 mm dia PN-1.6 FT-5

80 mm dia PN-1.6 FT-5

100 mm dia PN-1.6 FT-5

125 mm dia PN-1.6 FT-5

Providing and fixing Gun Metal Peet valve of various 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.

Providing and fixing cast iron flow meter wolmen type megnatic drive class B D/F complete in all respects as per the direction of Engineer-in Charge

25 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

125 mm dia

Providing supplying and fixing of Air Valve of following dia complete in all respects as per the direction of Engineer-in Charge

50 mm dia

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, 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 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. 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. After getting the design approved from competent authority, If there will be any change in the class and thickness of pipe, the cost of the same will be paid on pro-rata basis.( Earth work in trenches to be measured and paid separately )(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 11)

25 mm dia (Light Class)

32 mm dia (Light Class)

40 mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

80mm dia (Light Class)

100mm dia (Light Class)

32 mm dia (Medium Class)

40 mm dia (Medium Class)

50mm dia (Medium Class)

65mm dia (Medium Class)

80mm dia (Medium Class)

32 mm dia (Heavy Class)

40 mm dia (Heavy Class)

50mm dia (Heavy Class)

65mm dia (Heavy Class)

Providing and fixing Gun Metal Peet valve of various 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.

Schedule A5 -Remote Monitoring (Automation):- Provision and installation of flow measurement devices to be installed at discharge point of the PW's, 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.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 19)

Schedule A6 -Disinfection System:- Supply, delivery, erection and commissioning of vaccum operated, pressure feed chlorination system capable to treat 1.38 MLD water (16 Hours pumping) i/c control panel, Chlorinator, interconnecting pipe line, field test kit, Monoblock pump, Chlorine leak detector, On-line chlorine analyser, Gas cylinder, gas tonner etc complete at WTP Site. Provision for online Quality Monitoring at storage reservoirs shall be provided. Plant room for installation of above equipments shall also be constructed at the site complete in all respect.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.

Schedule A7 -Miscellanous:- Fencing work around all the civil works such as intake structure (Percolation well), Pump Houses, MBRs, SRs Inspection Hut & quarters etc. one metre high fencing over brick masonery 1.30 mtr high ISA 50x50x5 mm post @ 1.50 mtr centre to centre including with nine horizontal lines and two diagonal of Galvanised mild steel barbed wire confirming to IS:278-1962-type-1, weighting 9.38kg/100mtr minimum strained and fixed to post with proper fastening arrangement. The ISA post shall shall be embeded 450 mm deep in C:C 1:2:4 with proper fastening arrangement protected with using suitable primer and anti corrosive paint level difference at different points shall be suitabily taken care so as to look asthetically good including cost of excavation foundation concrete , brick masonery , plastering and providing and fixing M.S. Gate of suitable size where required complete in all respect 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. (As per details given in data sheet No. 22).

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 (2019-2020) :2421 Nos (House Hold) (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 14)

Providing, laying, jointing & testing in trenches screwed and socketted galvanised mild steel tubes [Light grade] of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-2004 ( with upto date ammendements ) with zink coating not less than 400 gms/sqm and Negative tolerance in thickness and mass/weight will not be accepted. The rates includes the earth work in trenches & Dismentalling and restoration of concrete surface of the House holds complete in all respect to the entire satisfaction of the Engineer-in-charge.

Providing fittings and accessories e.g. Tee, Union, Nipple, Elbow,Wheel valve,1/4" ferrule, bib tap etc. required for House Hould connection upto domestic storage Tank.The 15mm dia. Wheel valve shall confirm to BIS 778:1980 CL- 1all other G.I. fittings shall confirm to BIS 18790/2010 . The brass bib tap shall cofirm to BIS 8931 of 2003.

Approach Road :- Construction Approach road to pump houses i/c cutting in earth work in all kind of soils, subgrading to required camber and super elevation,soling,bearing coat, metalling, tarring and c/o cross drainage works and side drains, c/o retaing walls and breast walls complete in all respects to the entire satisfaction of the Engineer-in-charge. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 17)

Repair of various 7 Nos.Pump houses at various locations;

P/L C.C 1:1½:3 M-25 for R.C.C. work Plain/reinforced Cement concrete in Sub Structure complete as per drawings and technical specifications Clause 800, 1205.4 & 1205.5m [a.] RCC grade M - 25, 1:1½:3, for height up to 5.00m nominal mix in:Suspended floors

Form work Flat surface in Roof slab

Providing and fixing anodised alluminium work (Jindle make) for doors , windows & ventilations.

Providing and fixing anodised alluminium shutters for doors , windows & ventilations.

White washing two coats with lime on undecorated wall surface :-

Providing & fixing Flood Light in all accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge.

Provision for repair of electrical works and Sanitary works for various 7 Nos Pump Houses

Providing Power at site including installation of Transformers complete within all leads & lifts as per entire satisfaction of Engineer in Charge.

630 KVA 11/0.433 KV ONAN Oil cooled transformer with off load tap changer as per IS 1180 Level-2 with standard accessories.

400 KVA 11/0.433 KV ONAN Oil cooled transformer with off load tap changer as per IS 1180 Level-2 with standard accessories.

160 KVA 11/0.433 KV ONAN Oil cooled transformer with off load tap changer as per IS 1180 Level-2 with standard accessories.

Cost of Cable

Cost of Panel box complete .

Schedule B1- Operation and Maintenance :- Operation and maintenance of scheme from source to tail end of scheme and to keep all structure/ machinery/ facility in proper working. O&M includes the regular i.e, daily supplying of designed/ required quantity of potable water having water quality as per of water supply to the beneficiaries of the scheme up to main storage/ delivery tank from above mentioned source to percolation well/ treatment plant , main sector storage tank at different locations as per plan and repair and maintenance of main lines, gravity lines and entire distribution system alonwith maintenance of automized system of scheme. Regular maintenance of all the facilities including cleaning, washing, oil and greasing repair, replacement of worn out/ damaged parts of pumping machinary, pipe line, valves and electrical, mechanical, requirements, regular cleaning of all structure like storage tanks, sump wells, intakes, channel;s, collection/distribution channels/ pump house etc. and disposal of same as per the direction of engineer-in-charge, fixing/repairing/leakage in structure channels, pipe line pumping machinary etc. proper distribution of treated water and regular testing of water samples at required stages of treatment and lift. Maintaining log book of running of pumping mechniery register for samples reports and consumption of chemicals. Keeping regular and proper record of water quantity and quality, repair & maintenance work chemical dosing and time and hours of run of pumping machinary, removed of all kind of slips, slush, up-rooting of unwanted grass, shrubs, weeds etc. growing near the structure and keeping the area neat and clean to the entire satisfaction of engineer-in-chrage, planting, and maintenance plant of the flowers/ trees around the pump house treatment unit storage tanks/ sump well etc. as per the entire satisfaction of the engineer-in-charge including the cost of procurement of adequate and proper tools and plants, skilled and un-skilled manpower, spare parts, oil/grease/lubricants, chemical and all kinds of regents required for water sample testing re-filling of gaseous cyclinders i/c mechanical & head load carriage etc and making stand by arrangement all times, instruments, equipments, stationery and any other material etc. required for O&M excluding the cost og energy charges. All the operation shall be carried out as per the CPHEEO manual of the water supply and treatment (latest addition) HP PWD/ IPH specification, HP & IPH department norms direction issued by the Engineer-incharge from time to time and sound engineering practice. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 18)

Ist Year (after commissioning of scheme)

2nd year

3rd year

4th year

5th year

The Spunpipe and Construction Co Baroda Pvt Ltd

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