Improvement of various water supply scheme for household connection to PC habitation in WSS Binwa WSS Uttrala Sehal Panjiala and Gawal Tikker kand in G P Harer and Kand etc in Tehsil Baijnath Distt Kangra H P

Amount

Construction of reinforcement cement concrete intake chamber as required at site including preparation and submission of structural drawing and design, cost of mateial and carriage of material within all leads and lifts as per the direction of Engineer-in-charge. as per data sheet No. 1 to 4(as per 3370-2009 Part 1 & 2 ) M-30

WSS Binwa

WSS Uttrala at Node No 3 & 9

B P Tank at Node No 4

WSS Harer Gawal Tikkar at Node No 1 & 2

WSS Sehal Panjala at Node No 2

Providing, installation, testing and commissioning of water treatment plants 0.75 MLD based on Rapid sand filter including cost of site development to adjust hydraulic levels as per contour plan and structural requirements, cost of construction of civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all contingent works at village Dhanag Binwa Khad (Location) capable of taking input and giving output as laid down in chapter-I of CPHEEO manual under all climatic conditions specified therein. The treatment plant includes C/O Inlet chambers, Raw water tank, C/O pre-Sedimentation tanks, Tappered floculator , flash mixing secondary settling tanks,Electrical channel flow meter, rapid sand filter, pipe gallery, back wash tank and clear water tanks for coagulant addition proper alum, lime, solution tank with proper mechanical mixing arrangement . Bleaching power solution chlorination is to be provided for disinfection, drainage channel, interconnecting path (Minimum 1.20 metre wide) chemical house, chemical handling and feeding arrangement, back wash units with pumping sets and Air compressors including arrangements for disposal of waste of water treatment plant process, Plant building comprising , room for housing the automated valves. Providing and fixing of lightening arrangements (LED) lights made in the boundry unit of plant area, Providing and fixing all electrical/Mechanical equipments, proper walk way for Inspection/ operation of various units. Sizes shall be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The design of various units shall conform to relevant Codes and specifications. All the hydraulic stuctuctures shall be designed and constructed in RCC M30 design shall be carried out as per design sheet chapter No.1 & technical specification No.1. All the structure shall be designed for up lift pressure encounterd at footing as per contour plan uploaded suitable projection structure shall be designed and provided to avoid direct entry of HFL water within treatment premises.

Providing, installation, testing and commissioning of Water Treatment Plant of 0.40 MLD capacity ( in the shape of rapid sand filters) of RCC construction in concrete mix of grade M-30 (for hydraulic structures) & M-25 ( for building work) as per proper design & drawing with all structural requirements including cost of construction of civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all other contingent works including cost of site development to adjust hydraulic levels as per proper layout contour plan at village Dharer Luni Khad (Location) & capable of taking input and giving output as laid down in chapter-1 of NIT under all climatic conditions specified therein. The treatment plant includes C/O Inlet chamber, Raw Water Tank, inlet channel with ultra sonic channel flow meter, Chemical dozer, PST , Flash mixer, Tappered floculator, secondry settling tank, Rapid sand filters, Pipe gallery, Clear water tank, Lime & Alum solution tanks with propoer dozing arrangement, Drainage channels, Interconnecting path (Minimum 1.20m wide) , Chemical house with chemical handeling and feeding arrangements, Bleaching power sulution chlorination units, Back washTank with pumping sets & Air compressors with proper scouring arrangement & including arrangements for disposal of waste of water treatment plant process, manfold system to be got approved from the department, Providing and fixing of lighting arrangements with Sodium vapour lamps of 150Watts with in the boundry limit of plant area, Providing and fixing all electrical/Mechanical equipments, Proper Walk way for Inspection/ operation of various units, The hydraulic design & capacity/sizes of all the important units shall be based on latest guidelines of Manual of Water Supply and Treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The structural design of various units shall strictly conform to relevant BIS Codes and specifications.

Provididng & Fixing Gasouses cholrination Plant/ Disinfection equipment of suitable capacity

WSS Binwa (at Main storage)

WSS Uttrala (at Main Storage tank )

WSS Harer kand Gawal Tikkar (at Harer)

Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations including all allied Civil Works , Electrical works, Sanitay work, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, internal and External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, 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. as per data sheet No 5

WSS Binwa

Designing, Constructing, Testing & Commissioning R.C.C. Circular partially underground 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, C/o PCC/RCC Retaining walls, Breast walls, 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 pipe ,proper 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,lightening arrester complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level indicator, 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 . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.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. as per Data sheet No 6 to 36 RCC M -30 as per IS 3370-2009 Part 1&2

WSS Binwa

C/O RCC Main under Ground reservoir 210000 litres capacity at node no. 4

C/O RCC Main under Ground reservoir 90000 litres capacity at node no. 18

C/O RCC under ground reservoir 20000 litres capacity at node no. 9 & 10

C/O RCC under ground reservoir 15000 litres capacity at node no. 12

C/O RCC under ground reservoir 10000 litres capacity at node no. 13 & 14

C/O RCC under ground reservoir 16000 litres capacity at node no. 26

WSS Uttrala

C/O RCC Main under ground reservoir 85000 litres capacity at node no.5 Phase -I

C/O RCC Main under ground reservoir 45000 litres capacity at node no.127 Phase III

C/O RCC under ground reservoir 50000 litres capacity at node no. 7 Phase -I

C/O RCC under ground reservoir 10000 litres capacity at node no. 8

C/O RCC under ground reservoir 15000 litres capacity at node no. 6 & 128

C/O RCC under ground reservoir 25000 litres capacity at node no. 14

Construction of Raw Water Tank 15000 liters capacity at node No 126 Phase -III To be constructed at mentioned node No. along with slow sand filter to be construct Item at Sr. 59

Construction of Sedimentation Tank 15000 liters capacity at node No 126 Phase -III To be constructed at mentioned node along with raw water and slow sand filter at Sr. 30 & 59

WSS Harer kand Gawal Tikkar

C/O RCC Main under ground reservoir 65000 litres capacity at node no. 4 & 97

C/O RCC under ground reservoir 30000 litres capacity at node no. 19

C/O RCC under ground reservoir 10000 litres capacity at node no. 51

C/O RCC under ground reservoir 15000 litres capacity at node no. 86 & 99

Construction of Raw Water Tank 40000 liters capacity at node No 3 To be constructed at mentioned node along with slow sand filter to be construct Item at Sr. No. 62

Construction of Sedimentation Tank 40000 liters capacity at node No 3 To be constructed at mentioned node along with raw water and slow sand filter at Sr. No. 37 & 62

WSS Sehal Panjala

C/O RCC additional under ground reservoir 10000 litres capacity at node no. 8

C/O RCC under ground reservoir 25000 litres capacity at node no. 6

C/O RCC under ground reservoir 40000 litres capacity at node no. 7

C/O RCC under ground clear water tank 148000 litres capacity

Construction of Raw Water Tank 148000 liters capacity To be constructed at mentioned node along with slow sand filter to be construct Item at Sr. No. 64

Construction of Sedimentation Tank 37000 liters capacity To be constructed at mentioned node along with raw water and slow sand filter at sr No 44 & 64

ELEVATED MAIN & SERVICE RESERVOIRS

Designing, Constructing, Testing & Commissioning R.C.C. Elevated Circular Over head 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, C/o PCC/RCC Retaining walls, Breast walls, 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,lightening arrester complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level indicator, 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 . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.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.as per data sheet No. 37 to 42 RCC M-30 As per IS 3370-2009- Part 1&2

WSS Binwa

C/O RCC Over Head reservoir of 25000 litres capacity with 10 metre staging height at node no 5

C/O RCC Over Head reservoir of 30000 litres capacity with 10 metre staging height at node no 8

C/O RCC Over Head reservoir of 35000 litres capacity with 10 metre staging height at node no 29

WSS Harer Kand Gawal Tikkar

C/O RCC Over Head sector reservoir of 45000 litres capacity with 10 metre staging height at node no 100

WSS Sehal Panjiala

C/O RCC Over Head sector reservoir of 55000 litres capacity with 10 metre staging height at node no 102

C/O RCC Over Head sector reservoir of 40000 litres capacity with 10 metre staging height at node no 104

WSS Uttrala

C/O Slow Sand filter Bed 37.00 Sqmt (2 Units of 18.50 Sqmt each) at Node No 126 To be constructed along with Raw water Tank and Sedimentation Tank at Sr No. 30 & 31

Construction of Rougheninig filters complete in all respect as per satisfaction of Engineer in Charge

WSS Harer kand Gawal Tikkar

C/O Slow Sand filter Bed 88.35 Sqmt ( 2 Units of 44.18 Sqmt each ) To be constructed along with Raw water Tank and Sedimentation Tank at Sr. No. 37 & 38

WSS Sehal Panjiala

C/O Slow Sand filter Bed 46x3 = 138 Sqmt ( 3 Units) To be constructed along with Raw water Tank and Sedimentation Tank at Sr. No. 44 & 45

EXCAVATION

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.

WSS Binwa

WSS Uttrala

WSS Harer Kand Gawal Tikkar

WSS Sehal Panjiala

Distribution System (Gravity mains)

Providing ,Laying and jointing in trenches galvanised mild steel tubes, tube fitting ( light grade ) of following dia ( screw and socketed) ( Earth work in trenches to be measured and paid for separatlt) with in all lads and lifts as per the derection of Engineer - in- Cherge as per data sheet no. 47 (Jindal/Surya Roshni/ Tata)

WSS Binwa

20 mm dia Light Class

25 mm dia Light Class

32 mm dia Light Class

40 mm dia Light Class

50 mm dia Light Class

65 mm dia Light Class

80 mm dia Light Class

WSS Uttrala

25 mm dia Light Class

32 mm dia Light Class

40 mm dia Light Class

50 mm dia Light Class

WSS Harer kand Gawal Tikkar

25 mm dia Light Class

32 mm dia Light Class

40 mm dia Light Class

50 mm dia Light Class

65 mm dia Light Class

80 mm dia Light Class

WSS Sehal Panjiala

20 mm dia Light Class

25 mm dia Light Class

32 mm dia Light Class

40 mm dia Light Class

50 mm dia Light Class

65 mm dia Light Class

Providing & fixing brass full way valve of following dia with in all lads and lifts as per the derection of Engineer - in- Cherge ( Reputed make IS Marked, Kirloskar/leader/KSB.)

WSS Binwa

25 mm dia Light Class

32 mm dia Light Class

40 mm dia Light Class

50 mm dia Light Class

65 mm dia Light Class

WSS Uttrala

25 mm dia Light Class

32 mm dia Light Class

40 mm dia Light Class

WSS Harer kand Gawal Tikkar

25 mm dia Light Class

32 mm dia Light Class

40 mm dia Light Class

WSS Sehal Panjiala

25 mm dia Light Class

32 mm dia Light Class

40 mm dia Light Class

Provididng and fixing of kirlosker / kilburn/IVC/fources/Gled/BHEEL/Leader make of suitable size cast iron double flanged sluice valve having size of following dia class PN-1.0 equal to delivery of pump and capable of withstanding niominal seat pressureof 21 kg/cm2 as per BIS-780-1984 (latest addition) complete with in all respect as per the satisfaction of Engineer in charge

WSS Harer kand Gawal Tikkar

50 mm dia

65 mm dia

WSS Sehal Panjiala

50 mm dia

Providing and fixing of flanged double acting Air valves Kirlosker/KSB/ Leader make of various dia. body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet, tested to hydraulic test pressure of (160m) suitable for duty conditions conforming to relevant B1S codes latest up to date amendments complete in all respect as per direction of Engineer-in-charge for all rising mains.

WSS Binwa

15 mm nominal dia

Rising Main & Gravity Mains

Providing , Laying, jointing & testing GMS plain ended ( medium Class) pipes with 94 % circumfrential butt welded joinits & 6% flanged joints of total lenght by electrical arc welding (welding thickness shall be equal to pipe wall thickness) confforming to BIS : 1239-1990 of Heaving wall thickness ( as specified below) & capable of withstanding required test pressure including cost of manifacturing/ fabrication of reducer/tapers, all short pieces, bends etc. as per site requirement made from parent tubes. The laying of pipe where ever required, shall include flanged joints duly welded in three layers (two at outer & one at inner face) at suitable spacing as per the directions of the Enginer-in-charge (Earth work in trenches will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of bends, tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The fabrication bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( if damaged during laying & Jointing operation of pipe) of parent tube shall be provide anticrosive treatment treatment by applying two coats of anticrosive bitumenious paint over a priming coat as per AWWA ISI 203-1978. The rates also include entire carriage of material, flusing , cleaning & hydraulic testing D.P test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. as per data sheet No. 48 ( Make Jindal/Surya Roshni/Tata)

WSS Binwa

125 mm dia (Medium Class) with Table 5.

100 mm dia (Medium Class) with Table17.

50 mm dia (Medium Class) with Table 17

50 mm dia (Medium Class) with Table 5

40 mm dia (Medium Class) with Table 17

WSS Uttrala

65 mm dia (Light Class)

WSS Harer Kand gawal Tikkar

80 mm dia (Medium Class) with Table 28.

80 mm dia (Medium Class) with Table 17.

80 mm dia (Medium Class) with Table 5.

WSS Sehal Panjiala

80 mm dia (Medium Class) with Table 5.

80 mm dia (Medium Class) with Table 17.

50 mm dia (Medium Class) with Table 5.

50 mm dia (Medium Class) with Table17.

40 mm dia (Medium Class) with Table 5.

Provididng and fixing of kirlosker / kilburn/IVC/fources/Gled/BHEEL/Leader make of suitable size cast iron double flanged sluice valve having size of following dia class PN-1.0 equal to delivery of pump and capable of withstanding niominal seat pressureof 21 kg/cm2 as per BIS-780-1984 (latest addition) complete with in all respect as per the satisfaction of Engineer in charge

WSS Uttrala

65 mm dia

WSS Harer Kand Gawal Tikkar

80 mm dia

50 mm dia

WSS Sehal Panjiala

80 mm dia

50 mm dia

40 mm dia

Laying, jointing & testing GMS plain ended ( medium Class) pipes with 94 % circumfrential butt welded joinits & 6% flanged joints of total lenght by electrical arc welding (welding thickness shall be equal to pipe wall thickness) confforming to BIS : 1239-1990 of Heaving wall thickness ( as specified below) & capable of withstanding required test pressure including cost of manifacturing/ fabrication of reducer/tapers, all short pieces, bends etc. as per site requirement made from parent tubes. The laying of pipe where ever required, shall include flanged joints duly welded in three layers (two at outer & one at inner face) at suitable spacing as per the directions of the Enginer-in-charge (Earth work in trenches will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of bends, tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The fabrication bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( if damaged during laying & Jointing operation of pipe) of parent tube shall be provide anticrosive treatment treatment by applying two coats of anticrosive bitumenious paint over a priming coat as per AWWA ISI 203-1978. The rates also include entire carriage of material, flusing , cleaning & hydraulic testing D.P test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. as per data sheet No. 49

WSS Binwa

150 mm dia (Medium Class) with Table 17.

150 mm dia (Medium Class) with Table 5.

65 mm dia (Medium Class) with Table 17.

65 mm dia (Medium Class) with Table 5

Pumping Machinery

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/Kirlosker 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 /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 (working + standby ), necessary piping for suction, delivery & common header, alongwith electrical control panel with energy saving variable frequency device (VFD) 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. as per data shhet No. 50 to 51

WSS Binwa

Centrifugal Pumps :- 2 sets (1 as standby) of 9.98 LPS each with 72.38 mtrs head

WSS Harer Kand Gawal Tikkar

Submersible Pumps :- 2 sets (1 as standby) of 4.00 LPS each with 204.21 mtrs head

Kashmirilal Constructions Pvt. Ltd.

S.k.sharma contractor and engineer

Unipro Techno Infrastructure Pvt Ltd

National India Construction Co.