Engineering procurement construction testing commissioning trial run and operation maintenance of various components of providing LWSS to various PC Hab under Jubbal Kotkhai Block from Pubber river in Tehsil Jubbal Distt Shimla HP for ultimate capaci

Amount

Schedule - 1 Civil works. Site development, cutting/excavation in all kinds of soils, Construction of R/R Retaining walls, Breast walls, dewatering etc complete as directed by engineer in charge. The rates quoted by the contractor shall be for the complete work.

Designing, Constructing, Testing & Commissioning of Pump Houses 5 Nos. & Chowkidar Room at various locations including all allied Civil Works , Electrical works, Sanitay work, Site development, cutting/excavation in all kinds of soils, dewatering etc complete as directed by engineer in charge 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. (Pump house 5 mts. Height, & attendent room. ( 43.02 sqm ) .(Refer Vol-II-Technical specifications & Vol-I (Part - II), Data Sheet No.1, 3 & 8)

Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of 2.41 MLD capacity consiting of Civil works including Raw water intake channel, V-notch, Pre setteling tank, flash mixer, flocculetors, secondary settling tank, rapid sand filter, back wash tank Mechnical, Electrical and Instrumental Works including necessary hydraulic testing ,structural testing,equipment testing. The components such as site development, Dewatering, including Gaseous chlorination including all alied Works complete as directed by engineer in charge. 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. (Refer Vol-II-Technical specifications (Part - II) & Vol-I (Part-II), Data Sheet No. 6,10 & 44)

Designing, Constructing, Testing & Commissioning R.C.C. partially underground / Elevated Circular storage tanks as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipeproper manifiold at outlet including all fittings, 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 ventilator with mosquito proof wire mesh complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code. The cost of valves & other accessories shall be included in the rates of tanks . 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.The work shall include supplying of Five sets of structural design after testing the bearing capcity of soil and drawings, etc complete as directed by engineer in charge as per relevent data sheet and scope of work. (Refer Vol-II-Technical specifications (Part - II) & Vol-I (Part-II), Data Sheet No.7 & 12 to 36)

C/O sump well of 200 KL = 2 Nos. at Zone 1st Node No. 2 & 4.

C/O Delivery tank of 150 KL = 1 Nos. at Zone 1st Node No. 19.

C/O sump well of 110 KL = 1 Nos. at Zone 1st Node No. 30.

C/O Delivery tank of 50 KL = 1 Nos. at Zone 1st Node No. 31.

C/O Delivery tank of 65 KL = 1 Nos. at Zone 1st Node No. 39.

C/O sump well of 20 KL = 1 Nos. at Zone 2nd Node No. 2 and D/tank of 20 KL = 1 No. Zone 2nd Node No. 3

C/O sump well of 30 KL = 1 Nos. at Zone 3rd Node No. 1 and D/tank of 30 KL = 1 No. Zone 3rd Node No. 2.

C/O Sector storage tank of 10 KL = 3 Nos. at Zone 1st Node No. 45, Zone 2nd Node 11 and Zone 3rd Node 9.

C/O Sector storage tank of 15 KL = 3 Nos. at Zone 1st Node No. 65., Zone 2nd Node 19 and Zone 3rd Node 13.

C/O Sector storage tank of 20 KL = 1 Nos. at Zone 1st Node No. 27.

C/O Sector storage tank of 25 KL = 3 Nos. at Zone 1st Node No. 61, 69 and Zone 2nd Node 6.

C/O Sector storage tank of 30 KL = 1 Nos. at Zone 1st Node No. 60.

C/O Sector storage tank of 35 KL = 5 Nos. at Zone 1st Node No. 36, 46, 73, 57 and Zone 3rd Node 14.

C/O Sector storage tank of 50 KL = 1 Nos. at Zone 3rd Node No. 5.

C/O Sector storage tank of 55 KL = 1 Nos. at Zone 2nd Node No. 15.

C/O Sector storage tank of 60 KL = 2 Nos. at Zone 1st Node No. 8, 23.

C/O Sector storage tank of 65 KL = 1 Nos. at Zone 1st Node No. 77.

C/O Sector storage tank of 75 KL = 2 Nos. at Zone 1st Node No. 20, 52A.

C/O Sector storage tank of 90 KL = 1 Nos. at Zone 1st Node No. 40.

C/O Sector storage tank of 100 KL = 1 Nos. at Zone 1st Node No. 32.

C/O Sector storage tank of 140 KL = 1 Nos. at Zone 1st Node No. 32A.

Schedule - 2 Rising main Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, saturated soil including bailing and pumping out water, 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. (Refer Vol-II-Technical specifications (Part - II) & Vol-I (Part-II), Data Sheet No.11, 5)

Providing, laying, & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3183-2007 (Latest with up to date amendments) having minimum wall thickness as specified below & capable of withstanding required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be levelled suitable for butt welding, including thecost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with uptodate ammendments (leak proof) in three layers at siteof work with welded rods of Advani/oeriliken make/ISI marked (welded rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces,tee bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement including carriage in all leads & lifts andas directed by the Engineer-In-Charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API X42. The laying shall cofirm to BIS 5822-970 or latest with upto date ammendments to the entire satisfaction of Engineer-In-Charge. (Earth work & cost of MS Flanges after 100meter length shall be measured & paid for seperately.) including all leads, lifts and carriage of materials at site andas per direction and to the entire satisfaction of the Engineer-In-Charge.

Booster Stage Dia of Pipe Class of pipe Thickness F.table 250mm API-X42 4.80 17

Zone 1st. Stage 1st. 250mm API-X70 7.80 34

250mm API-X70 7.30 34

250mm API-X70 6.40 34

250mm API-X70 6.40 34

250mm API-X70 5.60 28

250mm API-X70 4.80 28

250mm API-X70 4.80 28

250mm API-X70 4.80 23

250mm API-X70 4.80 17

250mm API-X70 4.80 11

250mm API-X70 4.80 5

250mm API-X70 4.80 5

Zone 1st. Stage 2nd. 200mm API-X46 4.80 23

200mm API-X46 4.80 23

200mm API-X46 4.80 17

200mm API-X46 4.80 17

200mm API-X46 4.80 11

200mm API-X46 4.80 5

200mm API-X46 4.80 5

200mm API-X46 4.80 5

Zone 1st. Stage 3rd B. 150mm API-X42 4.80 28

150mm API-X42 4.80 28

150mm API-X42 4.80 28

Zone 2nd. Stage 1st. 80mm API-X52 4.80 34

80mm API-X52 4.80 34

80mm API-X52 4.80 28

80mm API-X52 4.80 28

80mm API-X52 4.80 28

Zone 2nd. Stage 2nd. 80mm API-X42 4.80 28

80mm API-X42 4.80 28

80mm API-X42 4.80 28

Zone 3rd. Stage 1st. 100mm API-X65 4.80 34

100mm API-X65 4.80 34

100mm API-X65 4.80 34

100mm API-X65 4.80 28

100mm API-X65 4.80 28

100mm API-X65 4.80 28

100mm API-X65 4.80 28

Providing and Laying in trenches to be leveled to grades, IS marked GI flanged pipes of following diameters conforming to IS 1239-1991(Part II ) (latest with up to date amendments) having minimum wall thickness as for Class of Pipe specified below jointed with flanges conforming to tables as specified below of BIS 6392-1971 (latest with up to date amendments) welded at Both ends according to relevant BIS standards & detailed specifications as appended in NIT & provided with nuts & bolts of required sizes, 3mm thick compresses asbestos fiber gasket or synthetic rubber gaskets conforming to relevant BIS codes as given in technical specifications i/c all kinds of leads and lifts, flanged short pieces, bends, tees & other specials etc.made from parent tubes & welded with flanges of tables as applicable for the particular reach & of technical specifications appended in the NIT as per site conditions including flushing, cleaning & hydraulic testing complete to the best satisfaction of Engineer in charge.

Dia of Pipe Class of pipe Thickness F.table Zone 1st. Stage 3rd A. 125mm G.I (H) ------- 17

Zone 1st. Stage 3rd B. 150mm G.I (H) ------- 17

150mm G.I (H) ------- 17

Zone 2nd. Stage 1st. 80mm G.I (H) ------- 17

Zone 2nd. Stage 1st. 80mm G.I (H) ------- 17

Zone 3rd. Stage 1st. 100mm G.I (H) ------- 17

Zone 1st. Stage 3rd A. 125mm G.I (M) ------- 17

Zone 1st. Stage 3rd B. 150mm G.I (M) ------- 17

150mm G.I (M) ------- 17

150mm G.I (M) ------- 17

150mm G.I (M) ------- 5

Zone 2nd. Stage 1st. 80mm G.I (M) ------- 17

Zone 2nd Stage 2nd. 80mm G.I (M) ------- 5

Zone 3rd. Stage 1st. 100mm G.I (M) ------- 17

Providing and welding MS flanges 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 a electrode as per IS: 814-1967 including required Nos. and size of MS nuts and bolts as per IS: 1369-1967 and compressed asbestos fiber jointless gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done in three layers ( two out side+one inside)to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge.

Booster Stage Dia of Pipe Class of pipe Thickness F.table 250mm API-X42 4.80 17

Zone 1st. Stage 1st. 250mm API-X70 7.80 34

250mm API-X70 7.30 34

250mm API-X70 6.40 34

250mm API-X70 6.40 34

250mm API-X70 5.60 28

250mm API-X70 4.80 28

250mm API-X70 4.80 28

250mm API-X70 4.80 23

250mm API-X70 4.80 17

250mm API-X70 4.80 11

250mm API-X70 4.80 5

250mm API-X70 4.80 5

Zone 1st. Stage 2nd. 200mm API-X46 4.80 23

200mm API-X46 4.80 23

200mm API-X46 4.80 17

200mm API-X46 4.80 17

200mm API-X46 4.80 11

200mm API-X46 4.80 5

200mm API-X46 4.80 5

200mm API-X46 4.80 5

Zone 1st. Stage 3rd B. 150mm API-X42 4.80 28

150mm API-X42 4.80 28

150mm API-X42 4.80 28

Zone 2nd. Stage 1st. 80mm API-X52 4.80 34

80mm API-X52 4.80 34

80mm API-X52 4.80 28

80mm API-X52 4.80 28

80mm API-X52 4.80 28

Zone 2nd. Stage 2nd. 80mm API-X42 4.80 28

80mm API-X42 4.80 28

80mm API-X42 4.80 28

Zone 3rd. Stage 1st. 100mm API-X65 4.80 34

100mm API-X65 4.80 34

100mm API-X65 4.80 34

100mm API-X65 4.80 28

100mm API-X65 4.80 28

100mm API-X65 4.80 28

100mm API-X65 4.80 28

Zone 1st. Stage 3rd A. 125mm G.I (H) ------- 17

Zone 1st. Stage 3rd B. 150mm G.I (H) ------- 17

150mm G.I (H) ------- 17

Zone 2nd. Stage 1st. 80mm G.I (H) ------- 17

Zone 2nd. Stage 1st. 80mm G.I (H) ------- 17

Zone 3rd. Stage 1st. 100mm G.I (H) ------- 17

Zone 1st. Stage 3rd A. 125mm G.I (M) ------- 17

Zone 1st. Stage 3rd B. 150mm G.I (M) ------- 17

150mm G.I (M) ------- 17

150mm G.I (M) ------- 17

150mm G.I (M) ------- 5

Zone 2nd. Stage 1st. 80mm G.I (M) ------- 17

80mm G.I (M) ------- 5

Zone 3rd. Stage 1st. 100mm G.I (M) ------- 17

Schedule - 3 Pumping Machinery (Submersible Pump & Centrifugal pump sets) Supply Installation Testing & Commissioning with automation (to be paid separetely) of suitable Raw water submersible pumpset capable of handling 6000 PPM turbidity conforming to latest BIS code. The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5669-1970 having oil/grease packed bearings and stainless steel shaft, wound stator on motor side with shaft protection sleeves on pump side ensuring better life for shaft . The impeller of pump shall be directly mounted on extended submersible motor confirming to BIS 9238-1979 with up to date amendments,totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear,It should be fitted with device to take up expanion of water on heating of motor & suitable for operation on 415 (+10% ) and ( -15% ) volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- including Pump sets (1 working + 1 standby), necessary piping, Control panel with starter and protections; control valves alongwith electrical cable etc Complete job as per JSV specifications including all taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications, technical data Sheets and instruction of Engineer in charge. (Refer Vol-II-Technical specifications (Part - II) & Vol-I (Part-II), Data Sheet No. 4, 9 & 37 Point No 37.01 to 37.08.

Booster Stage: Capacity of pump = 60x2 HP, Q = 37.62 LPS, Static Head = 60 Mtrs. Length of R/main = 300 Mtrs, Dia of R/main = 250 mm.

Zone 1st Stage 1st: Capacity of pump = 380x3 HP, Q = 17.13 LPS, Static Head = 860 Mtrs. Length of R/main = 4600 Mtrs, Dia of R/main = 250 mm.

Zone 1st Stage 2nd: Capacity of pump = 200x2 HP, Q = 23.59 LPS, Static Head = 345 Mtrs. Length of R/main = 2900 Mtrs, Dia of R/main = 200 mm.

Zone 1st Stage 3rd A: Capacity of pump = 40x2 HP, Q = 7.92 LPS, Static Head = 190 Mtrs. Length of R/main = 700 Mtrs, Dia of R/main = 125 mm.

Zone 1st Stage 3rd B: Capacity of pump = 125x2 HP, Q = 11.39 LPS, Static Head = 372 Mtrs. Length of R/main = 3500 Mtrs, Dia of R/main = 150 mm.

Zone 2nd Stage 1st: Capacity of pump = 60x2 HP, Q = 3.19 LPS, Static Head = 700 Mtrs. Length of R/main = 2500 Mtrs, Dia of R/main = 80 mm.

Zone 2nd Stage 2nd: Capacity of pump = 30x2 HP, Q = 3.19 LPS, Static Head = 400 Mtrs. Length of R/main = 2000 Mtrs, Dia of R/main = 80 mm.

Zone 3rd Stage 1st: Capacity of pump = 90x2 HP, Q = 4.69 LPS, Static Head = 750 Mtrs. Length of R/main = 3500 Mtrs, Dia of R/main = 100 mm.

Schedule - 4 Automation for pumping machinery Land acquisition and supply Installation Testing & Commissioning with automation (To be paid separately) of horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors ( Conforming to energy efficiency code IE2 or higher ) of standard make such as Kirloskar /BHEL /CG POWER /Siemens /Jyoti /ABB /Marathon and suitable for operation on 415 (+6% ) and ( -10% ) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (1 working + 1 standby ), necessary piping for suction, delivery & common header, alongwith electrical control panel with soft starters; as per requirement of pumping machinery; Complete work inclusive of all taxes,transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure and complete as per Tender Specifications and instruction of Engineer in charge. (Refer Vol-II-Technical specifications (Part - II) & Vol-III, Data Sheet No.43)

Schedule - 5 Gravity main and 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 mattelled,unmetaled 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 and jointing, testing in trenches galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 & latest with upto date ammendments including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately) (Refer Vol-II-Technical specifications (Part - II) & Vol-I (Part-II), Data Sheet No. 39 & 40)

32 mm dia.

40 mm dia.

50 mm dia.

65 mm dia.

Providing, Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters of following class and diameter with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (SBR quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely)

80 mm dia.

100 mm dia.

125 mm dia.

150 mm dia.

200 mm dia.

Schedule - 6 Functional house hold connection. 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 mattelled,unmetaled 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. (Refer Vol-II-Technical Specifications & Vol-I (Part-II), Data Sheet No. 41)

Providing, laying and jointing, testing in trenches galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 & latest with upto date ammendments including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately) (Refer Vol-II-Technical specifications)

15 mm dia.

Providing and fixing GM ferrule 1/4" size.

Providing and fixing water flow meter 1/2" size.

Schedule - 7 Misclinious. Designing, Constructing, Testing & Commissioning of Inspection hutt at Kotkhai including all allied Civil Works , Electrical works, Sanitay work, Site development, cutting/excavation in all kinds of soils, dewatering etc complete as directed by engineer in charge 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. (Refer Vol-II-Technical Specifications & Vol-I (Part-II), Data Sheet No. 42.

Providing and supplying inspection vehicle Mahindra Bolero Camper with all accessories including addition boby and Innove Crysta.

HARJEET SINGH

R.G. INDUSTRIES