Providing Irrigation Facility under HP SHIVA Project for Bangana Block, District Una (Himachal Pradesh) Package - 11

Amount

Civil Work

RCC Check Dam : Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) and Construction of RCC Check Dam as per drawings 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.for the following size-

15 meter length and 2.0 meter depth at LIS Dulerhi Thana Khurd

15 meter length and 4.5 meter depth at LIS Balh

Submersible Mounting Steel Structure :- Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) and Construction of Submersible Mounting Steel Structure as per drawings 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.At LIS Handola

Percolation well:- Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) and Construction of Percolation well with 3.00 mtr internal diameter and 9.00 mtr depth ,having RCC Circular structure, Roofing with RCC slab, allied electrication work including lighting fixtures, fans, street / area lighting using poles, associated wiring/ cabling, MCB DBs, receptacles system & accessories etc., 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 suitable capacity crane/ hoist arrangement for handling of pumping machinery complete in all respects to the entire satisfaction of the Engineer-in-charge. Refer Data Sheet No-1

Site Development including survey, Soil investigation, cutting - Filling including excavation in all types of strata and foundation concrete, all labour and material charges,complete as per entire satisfaction of engineer-charge.At LIS Nalwari+ Dumkar + Chadoli and Muchali 1&2

PUMP HOUSE:- Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following locations including all allied Civil Works, Electrical Works including lighting fixtures, fans, street / area lighting using poles, associated cabling/ wiring, MCB DBs, receptacle system & accessories etc., Sanitary Work, Site Development, Cutting/ Excavation in all kinds of soils, c/o PCC/ RCC Retaining walls, Breast walls, Toilets, Septic Tanks, External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Building Lightning Protection System (where applicable), Gantry Crane, dewatering etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancillary 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 Data Sheet No-2

Pump house of 35.00 Sqm. Area at LIS Dulerhi Thana Khurd, LIS Nalwari+ Dumkar + Chadoli, at Muchali 1&2 and LIS Balh

Pump house of 70.00 Sqm. Area at LIS Handola

Designing, Constructing, Testing & Commissioning of Desilting tank including civil work, Necessary valves & fittings, tube settler media etc. complete in all respect as per the drawings & technical specification.for the followings size-Refer Data Sheet No-3

52 KL Capacity at LIS Dulerhi Thana Khurd

16 KL Capacity at LIS Handola and LIS Balh

130 KL Capacity at LIS Nalwari+ Dumkar + Chadoli

30 KL Capacity at Muchali 1&2

Designing, Constructing, Testing & Commissioning of Sump well including civil work, Necessary valves & fittings, media etc. complete in all respect as per the drawings & technical specification.for the followings size-

48 KL Capacity at LIS Dulerhi Thana Khurd

17 KL Capacity at LIS Handola and LIS Balh

100 KL Capacity at LIS Nalwari+ Dumkar + Chadoli

30 KL Capacity at Muchali 1&2

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 & testing of Galvanised Mild steel tube with flange / Butt welding of approved make or by JSV Deptt (list attached) 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. The pipe shall be factory galvanized as per IS: 4736-1986 (with up to date ammendements) .(95 % of total joint for Butt Welding and 5 % of the total joints for MS Flange)

80 mm dia

100 mm dia

Providing ,Laying,jointing & testing of Galvanised Mild steel tube with flange / Butt welding of approved make or by JSV Deptt (list attached) 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. The pipe shall be factory galvanized as per IS: 4736-1986 (with up to date ammendements) .(95 % of total joint for Butt Welding and 5 % of the total joints for MS Flange)

125 mm dia

150 mm dia

Providing, laying, jointing and testing of MS pipe, thickness 4.8 mm, MSERW flanged / Butt welded joints by considering three layers pipes including cost of bends complete as per GMSERW Pipe conforming to IS / ISO: 3183-2007 of following grade & wall thicknesses as per dimensions, weights and test pressure mentioned below in a random length of 4 to 7 meters. The M.S.flanges are to be provided on each joint as per required table conforming to IS: 6392-1971 and welding of flanges with electrodes as per relevants codes including required number & size of nuts and bolts & 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. (95 % of total joint for Butt Welding and 5 % of the total joints for MS Flange) . (Earth work in trenches to be measured and paid for separately). The pipe shall be galvanising with zinc coating conforming to IS: 4736-1986. of following diameters:- (L-210 Grade)

200 mm dia 4.8 mm thick with Flange Table-5

250 mm dia 4.8 mm thick with Flange Table-5

Providing and fixing double flanged cast iron sluice valve of following dia of approved make of JSV to gravity main confirming to BIS: 780-1984 Class PN 1.00 having seat pressureof 10.20 Kg/cm² with M.SFlanges of table -5 with up to date ammendements.

80 mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

250 mm dia

Providing and fixing screwed/flanged CI air valve (Single/double ball type) of approved make of JSV conforming to BIS-1452-1990 with upto date ammendments as per class PN-1.0 withstanding a seat pressure 15 Kg/cm2 in rising main within all leads and lifts. 25mm Dia.

Providing and fixing double flanged cast iron Scour valve of following dia of approved make of JSV to gravity main confirming to BIS: 780-1984 Class PN 1.00 having seat pressureof 10.20 Kg/cm² with M.SFlanges of table -5 with up to date ammendements.

80 mm dia

Construction of Anchor Block at every in CC 1:1.5:3 (1 cement :1.5 sand :3 graded stone add 20 mm NS) i/c cost of Excavation , form work , C.C 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)

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. Refer Data Sheet No-4

1.0 Lakh Litre Capacity

2.0 Lakh Litre Capacity

3.0 Lakh Litre Capacity

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :

Pumping Machinery

SUBMERSIBLE PUMP SETS- Supply Installation Testing & Commissioning of submersible pumping set of KSB/ Crompton/ Kirloskar/ BS/ Calama make conforming to latest relevant BIS Code 8034:1976. The impeller of pump shall be directly mounted on extended submersible squirrel cage motor shaft conforming to BIS 9283-1979 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 expansion of water on heating of motor & suitable for operation on 415V ± 10%, 3 Phase 50 Hz AC supply. The pump motor shall be VFD duty and its power 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 (working ), necessary piping, electro-mechanical flowmeter and control valves along with electrical works including indoor & outdoor HT/LT switchboards/ PCC, Soft Starter Cubicle(VFD) with suitable bypass arrangement, HT/LT Cabling system complete with end terminations, cable trays & accessories, Earthing system with maintenance free earth electrodes, 415/ 230V small power distribution boards, local push button stations, Junction Boxes, Power/ Welding receptacles and its associated wiring/ cabling etc.,as per requirement of pumping machinery; complete work inclusive of 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, technical data Sheets and instruction of Engineer in charge.

From Check Dam to Desilting tank at LIS Balh i) Rated Voltage :- 415V ± 10% iii) Charactrstics of water:-Raw Water) Temperature _20_ °C, b) Turbidity upto 100 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, v) Discharge at Duty Point= 7 LPS, vi) Static Head in meters _48 mts vii) Duty/Total head in Mts = 50, viii) Length of R/Main = 13.00 mts, ix) Dia of R/Main =125 mm x) Pumping hours per day- 16 hours xi) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xiii) Efficiency at duty point Minimum 60% xiv) R.P.M.of Pumping set -2900, xv) Test Run-24 hours continueously for 7 days. .2 sets (1 as stand by) of 7 LPS each with 50 m head

From Check Dam to Desilting tank at LIS Dulheri Rajputan and Thana Khurd i) Rated Voltage :- 415V ± 10% iii) Charactrstics of water:-Raw Water) Temperature _20_ °C, b) Turbidity upto 100 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, v) Discharge at Duty Point =14 LPS vi) Static Head in meters _ 25 mts. vii) Duty/Total head= 27 mts viii) Length of R/Main = 20.00 mts ix) Dia of R/Main = 200 mm x) Pumping hours per day- 16 hours xi) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xiii) Efficiency at duty point Minimum 60% xiv) R.P.M.of Pumping set -2900, xv) Test Run-24 hours continueously for 7 days. .= 2 sets (1 as stand by) of 14 LPS each with 27 m head

From River(Protection works) to Desilting tank at LIS Handola i) Rated Voltage :- 415V ± 10% iii) Charactrstics of water:-Raw Water) Temperature _20_ °C, b) Turbidity upto 100 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, v) Discharge at Duty Point= 45 LPS vi) Static Head in meters _21 mts. vii) Duty/Total head in Mts= 23 mts viii) Length of R/Main15.00mts ix) Dia of R/Main=250 mm x) Pumping hours per day- 16 hours xi) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xiii) Efficiency at duty point Minimum 60% xiv) R.P.M.of Pumping set -2900, xv) Test Run-24 hours continueously for 7 days. .2 sets (1 as stand by) of 45 LPS each with 23 m head

From Check Dam to Desilting tank at LIS Muchali 1&2 i) Rated Voltage :- 415V ± 10% iii) Charactrstics of water:-Raw Water) Temperature _20_ °C, b) Turbidity upto 100 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, v) Discharge at Duty Point for LIS Muchali 1&2 = 8 LPS vi) Static Head in meters for LIS Muchali 1&2_21 mtss vii) Duty/Total head in Mts for LIS Muchali 1&2= 23 viii) Length of R/Main for LIS Muchali 1&2 15.00mts ix) Dia of R/Main for LIS Muchali 1&2 =125 mm x) Pumping hours per day- 16 hours xi) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xiii) Efficiency at duty point Minimum 60% xiv) R.P.M.of Pumping set -2900, xv) Test Run-24 hours continueously for 7 days. .2 sets (1 as stand by) of 8 LPS each with 23 m head

From PercolationWell to MDT at LIS Dobad i) Rated Voltage :- 415V ± 10% iii) Charactrstics of water:-Raw Water) Temperature _20_ °C, b) Turbidity upto 100 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, v) Discharge at Duty Point = 4 LPS vi) Static Head in meters _ 63 mts vii) Duty/Total head= 65 mts ix) Dia of R/Main = 80 mm x) Pumping hours per day- 16 hours xi) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xiii) Efficiency at duty point Minimum 60% xiv) R.P.M.of Pumping set -2900, xv) Test Run-24 hours continueously for 7 days. 2 sets (1 as stand by) of 4 LPS each with 65 m head for LIS Dobad

CENTRIFUGAL PUMP SETS- Supply Installation Testing & Commissioning ) 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/Kirloskar as per BIS 1520-1980 with up to date amendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characteristics 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 IE3 or higher ) of standard make such as Kirloskar / BHEL / CG POWER / Siemens / ABB / Marathon and suitable for operation on 415V ± 10%, 50 Hz., 3 phase AC electric supply. The pump motor shall be VFD duty and its power 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 as per IS 12615 : 2011 with up to date amendments. The scope shall also include necessary piping for suction, delivery & common header and eletro-magnetic flowmeter, along with electrical works including indoor & outdoor HT/LT switchboards/ PCC, Soft Starter Cubicle(VFD) with suitable bypass arrangement, HT/LT Cabling system complete with end terminations, cable trays & accessories, Earthing system with maintenance free earth electrodes, 415/ 230V small power distribution boards, local push button stations, Junction Boxes, Power/ Welding receptacles and its associated wiring/ cabling etc. as per requirement of following 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.

At LIS Balh 2 sets (1 as stand by) of 4 LPS each with 42 m head , 1450 RPM with 16 Hours Pumping

At LIS Handola 3 sets (1 as stand by) of 45 LPS each with 110 m Total head , 1450 RPM with 16 Hours Pumping

At LIS Dulheri Rajputan and Thana Khurd 2 sets (1 as stand by) of 10 LPS each with 84 m Total head with 16 Hours Pumping

At LIS Muchali 1& 2 sets (1 as stand by) of 8 LPS each with 110 m Total head , 1450 RPM with 16 Hours Pumping

At LIS over Chapla Dam for Nalwari 3 sets (1 as stand by) of 18 LPS each with 182 m total head , and for Chadoli 2 sets (1 as stand by) of 10 LPS each with 150 m Total head , 1450 RPM with 16 Hours Pumping

INSTRUMENTATION, CONTROL & AUTOMATION WORK-Supply, installation, testing, integration, programming & commissioning of Instrumentation, Control & Automation system for Lift Irrigation including Level Transmitter with display, Level Indicator, Level Switch, Pressure Transmitter, Gauges, Actuated Valves, Flow Meter, micro PLC based Remote Terminal Unit (RTU) along with panel mounted 10” HMI, UPS, SPD, Instrumentation Cables, Cable Trays, Earthing system etc., necessary gateways with SIM card for remote data communication and all other ancillary works and accessories required to make the system fully functional as per user requirement .Scope includes for 3 new schemes (Balh,Muchali and Nalwari+Dumkar+Chadoli and DobadLIS) Refer Data Sheet No-5

National India Construction Co.