Himachal Pradesh Irrigation And Public Health Department Tender

4th Year.

RCC Sector Storage Tank 26000 Ltr Cap at Node 2A (Surgani)

20mm dia nominal bore

250 mm dia 4.80 mm thick of steel grade L-290 with Flange table- 11 from RD 500 to RD 800

G/main from Node -51 to 9 ( Deoga to Bhujma ): 100mm dia 4.80 mm thick of steel grade L-290 with flange Table- 28 from RD 23700/1300 to RD 23700/1500

Providing and fixing of Cast Iron double flanged Sluice valve of KSB/Kirloskar/ Kilburn/IVC/ Fouress/ Gled/ BHEL/ Leader/Pelican make, class PN-1.6 conforming to BIS: 14846 capable of withstanding nominal seat pressure 16kg/cm2 i/c nuts bolts,gaskets etc. complete in all respect of following diameter. 80 mm dia nominal bore

Providing , construction, fabrication & errection of 7 nos Steel Truss pipe Xings of different spans as per proper design & drawings along the route of Gravity Main 250mm dia MSERW pipe filled with water with the provision of rivetted steel work in built-up sections, trusses and framed work including applying a primring coat of red lead paint , cutting ,hoisting, launching & fixing in position etc. complete in all respect ( For detail refer data sheet-11 of Chapetr-3 of NIT) .The work shall also includes the cost of RCC abutments in M-30 concrete mix i/c excavation in all kinds of soil, well designed bearings , cost of all other materials /accessories as required for C/O crossing within all leads & lifts . The design and drawing shall be preparared by the contractor and be got approved from the competent authority befor execution of work. The live load should be considered as 150 kg/ sqm. (For detail refer chapter -3 data sheet-12).

Construction of Pre sedimentation tank of RCC construction in concrete mix of M-30 grade of appropraite size & capacity as per proper design & drawing conforming to gudelines of CPHEEO Manual on Water Supply & treatment , with the provision of MS screen at inlet including construction cost of civil works, inlet & outlet arrangement , excavation in all kinds of soil, developement of site , carriage of materials within all leads and lifts etc. i/c the design & drawing charges of hydraulic as well as structural design as per site requirements complete in all respect to the entire satisfaction of Engineer-in-charge.( For detail refer chapter-1 data sheet-3& 14 of Vol.-III)

RCC sub main Storage Tank 201000 Ltr Cap.at Node No.5 ( "Lakhni" village)

40mm dia nominal bore (Light Class)

Providing and fixing of flanged double acting Air valves Kirlosker/KSB/ Kilburn/ 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 including MS Flanges with table 23/17/5 , bolts and gasket sheet complete in all respect as per direction of Engineer-in-charge for gravity mains. 40mm

Construction of Diversion Head Weir (Trecnh type ) of RCC construction in concrete mix of M-30 grade across the nallah of appropriate length & height i/c depth above & below the natural bed level of nallah as per site requirements to obtain requisite discharge as per propoer design & drawing including construction cost of civil works, inlet & outlet arrangement , excavation in all kinds of soil, developement of site, pumping & bailing out water, carriage of materials within all leads and lifts etc. i/c the design & drawing charges of hydraulic as well as structural design as per feild hydraulic data complete in all respect to the entire satisfaction of Engineer-in-charge.( For detail refer chapter-1 data sheet 1 & 14 of Vol-III)

RCC sub main Storage Tank 180000 Ltr Cap at Node 8 ( "Khil" village)

RCC Sector Storage Tank 37000 Ltr Cap at Node 2B (Biana)

GI pipe 100 mm dia (Heavy Class) with Flange table-28 from RD 900 to RD 1300 & RD 3200 to RD3600 (Total= 800 Rmt)

Providing and fixing of Cast Steel Non return/Reflux valve 250mm dia of Kirloskar/KSB/ Kilburn/Leader make of various dia.conforming to relevant code BS-1868 capable of withstanding the nominal sheet pressure for the rising mains, with fixing of nuts bolts and gasket sheet having bye pass arrangement complete including cost of chamber in all respect as per direction and to the entire satisfaction of Engineer-in-charge with in all leads and lifts (for G/main from source to WTP) Class ASA-150

15 mm dia nominal bore (Light Class)

Providing, installation, testing and commissioning of Water Treatment Plant of 3.20 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 Deoga (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, Tube settler, , Flash mixer, Clarri-flocculator (with moving mechanical scrapper arrangement) , 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, Gaseous chlorination units, Back washTank with pumping sets & Air compressors with proper scouring arrangement & including arrangements for disposal of waste of water treatment plant process, Plant building comprising sufficient space for Laboratory, Office /Automation room, room for housing the automated valves installed at the manifold arrangement at the outlet of clear water tank, 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, Providing and settingup of all laboratory equipments etc. 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. NOTES :-i) GASEOUS CHLORINATION:- This complete unit shall be supplying,errection and commissioning of gaseous chlorination plant at WTP Deoga complete in all respect having chlorinator capable to dliver 0-2500 gm/hr of chlorine gas along with 2 No sets of 1W+1S Booster pump set of approved make with electric motor and 2 No sets of 1W+1S water piping from water main to booster pump at the WTP, with feeding arrangement at the inlet of clear water tank. It shall also consist of chlorine gas cylinder 100 Kg capacity duly approved by CCE Nagpur and filled with chlorine gas 5 No at each plant along with chlorine analyzer to indicate chlorine contant level in the chlorinated water to supply. The contractor/firm shall also supply accessories/spares such as Multipurpose cylinder key--1No,lead washers-6No,Ejector Gasket-2sets,Hose Clips-4No,Ammonia Bottle-50ml-1No alongwith safety items covering chlorine leak emergency kit, self contained breathing apparatus, Eye-shower for each unit complete in all respect as per the direction of Engineer-in-charge ii) The scope of work shall be as per basic data, technical specifications and special conditions of DNIT and all the hydraulic stuctuctures shall be well designed and constructed in RCC of concrete garde M-30 after testing the safe bearing capacity of soil at the proposed site . ( For details refer chapter - 1 & data sheets -13 & 14 of Vol-III)

Providing and laying cement concrete 1:2:4( 1 cement:2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth involving all leads and lifts as per the direction of Engineer-in-charge.

GI pipe 80 mm dia (Medium Class ) with Flange table-17 (Main Tank 51 to Sub Main-7 Dovi ) from RD 10000 to RD 12000,RD 13000 to RD 14900 =3900 Rmt (Main Tank 51 to Sub Main-8 Khil ) RD 16000 to RD 18700 =2700 Rmt (Main Tank 51 to Sub Main-2 Nandla) RD 27300/500 to 27300/1500,RD 27300/2000 to 27300/5700 =4700 Rmt (Main Tank 51 to Sub Main-5 Lakhani) 27300/1500 to 27300/3500 =3000 Rmt (Main Tank 51 to Sub Main-6 Chadwa) 27300/3000 to 27300/5000,27300/8000 to 27300/9900=3900 Rmt (Total Length=18200 Rmt.)

250 mm dia 5.20 mm thick of steel grade L-290 with Flange table-28 from RD 8600 to RD 9200

RCC Sector Storage Tank 13000 Ltr Cap at Node 3A,6A,6C,7F& 9D

C/O RCC BP tank 2000 litres capacity each

250 mm dia 5.20 mm thick of steel grade L-290 with Flange table-34 from RD 9200 to RD 10400 & 21700 to 22300

20 mm dia nominal bore (Light Class)

Constructing chamer of 600mm x 450mm x 600mm inside for Sluice valve complete with C.I. doule flap surface box 400 mm x 200 mm x200 mm (inside ) with locking arrangement and RCC top slab mix 1:2:4 100 mm thick foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 finished with afloating coat of neat cement curing complete with 150 mm thick walls of RCC 1:2:4 complete with form work and reinforcement with 6 mm bars not exceeding 150 mm centres both ways.

250 mm dia 6.40 mm thick of steel grade L-290 with Flange table-34 from RD 12000 to RD 15000 & 18700 to 20200

G/main from Node- 9 to10 (Bhujma to Gharedi): 65mm dia 4.80 mm thick of steel grade L-290 with flange Table- 28 from RD 23700/2000 to RD 23700/2300.

C/O RCC Sector Storage Tank 57000 Ltr Cap at Node 8A (Khill)

32 mm dia nominal bore (Light Class)

Providing , laying, jointing & testing GMS plain ended pipes of Jindal /Surya Roshni / Tata make with 80 % circumfrential butt welded joints & 20% intermediate flanged joints of total length by electrical arc welding (weld thickness shall be equal to pipe wall thickness) conforming to BIS: 1239-1990 of Heavy & Medium class (as specified below ) & capable of withstanding required test pressure including cost of manufacturing/ fabrication of reducers/ 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 and the cost of providing flanges i/c nut & bolts, gasket 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 fabricated 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) made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, 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. GI pipe 100 mm dia (Medium Class) with Flange Table-5 (51 Deoga to 9 Bhujma) from RD23700/ 0 to 200 =200 Rmt (Main Tank 51 to Sub Main-7 Dovi) RD 23700/0 to 1500,RD 3000 to RD 4500, RD 23700/5500 to 7000,RD 8500 to RD 9000 =5000 Rmt (Main Tank 51 to Sub Main-8 Khil ) RD 23700/0 to 7000,RD 11500 to RD 14500 = 10000 Rmt Total= 15200 Rmt

25 mm dia nominal bore(Light Class)

C/O RCC Sector Storage Tank 22000 Ltr Cap at Node 7D (Chuddra)

GI pipe 65 mm dia ( Heavy Class) with Flange table-34 from RD 2900 to RD 3400 = 500 Rmt

C/O RCC Sector Storage Tank 31000 Ltr Cap at Node 8B (Kinnoda)

Class ASA-300

AUTOMATION OF ENTIRE SYSTEM :- The tenderer/firm shall provide automation proposal for Water Treatment Plant upto out let points of distribution pipes emanating from of Clear Water Tank (Main storage Tank) of WTPwith manifold arranement properly designed and got approved from the department, for proper distribution of the water to sub main storage tanks located at different locations of the scheme . The scope of automation comprises of all units of Water Treatment Plant 3.20 MLD capcity at Deoga, 11 No outlet pipes including scour pipe emanating from clear water tank ( as per data sheet -4 of chapter-1 of Vol-III) inclusive of all delivery/ Junction Points. The plan of the whole scheme for automatin also to be prepared by the firm, the cost of which has been included in the relevant items. Provision of automation of complete project with main SCADA and control station at Village Deoga with remote access at Sub Division office at Salooni. Main storage tank ( Clear Water Tank) shall be controlled from main SCADA station. The GSM based devices shall be installed at differnt outlets of clear water tank which shall send messages through SCADA station at Sub Division office. This data transmission system at tank consists of field instruments for providing digital and analog signals to data transfer module. This module will have a communication to web data transfer system module communication. The PLC station will have control station with programmable graphic process, mimics, real time and historical trending face plate and group display, alarm management and report with Laser Jet printers and required furniture. The controlling devices shall be installed with water meter sensors, flow transmitters and level transmitters. Installation of hardware along with commissioning/programming as per user requirement shall be done. The firm / contractor will provide the bulk metering system at the inlet & multiple outlet points emanating from the Main storage Tank to sub main storage Tanks so that the required discharge at such points could be monitored. Leakage detection mechanism along with necessary provisions also be provided. A separate room of proper size for housing automation system shall be provided at each station. It should also include telecommunication comprising of required number of connections as per actual requirement at site. The automation system installed at above./aforesaid locations should be theft proof and proper ventilation arrangement be made complete in all respects to the entire satisfaction of Engineer-in-Charge.The firm/contractor shall submit complete proposal for automation, to this department for approval of Competent authority, along with presentation before award of project.

RCC Sector Storage Tank 45000 Ltr Cap at Node 5A (Kharothi) .

100mm dia 4.80 mm thick of steel grade L-290 with flange Table- 34 from RD 23700/1500 to RD 2019 & RD 23700/2400 to RD 3200

250 mm dia 5.20 mm thick of steel grade L-290 with Flange table-28 from RD 8600 to RD 9200

15 mm dia nominal bore

100mm dia 4.80 mm thick of steel grade L-290 with flange Table- 34 from RD 23700/1500 to RD 2019 & RD 23700/2400 to RD 3200

GI pipe 100 mm dia (Heavy Class) with Flange table-28 from RD 900 to RD 1300 & RD 3200 to RD3600 (Total= 800 Rmt)

Construction of Intake Tank of RCC construction in concrete mix of M-30 grade at water source with proper inlet, outlet arrangment of adequate size as per proper design & drawing complete in all respect including cost of excavation and developement of site to the entire satisfaction of Engineer-in-charge.

50mm dia nominal bore (Light Class)

GI pipe 65 mm dia (Medium Class) with Flange table-5 (9 Bhujma to 10 Gharedi) from RD 0 to RD 300 = 300 Rmt

RCC Sector Storage Tank 50000 Ltr Cap at Node 3C (Andreswar)

GI pipe 65 mm dia with Flange table-17 (Medium Class) from RD 300 to RD 900 & 4100 to RD 4500 = 1000 Rmt

RCC Sector Storage Tank 20000 Ltr Cap at Node 35 (Haloondi) .

3rd Year.

Providing mild / tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level including within all leads and lifts as per direction of Engineer -in- Charge.

GI pipe 65 mm dia (Medium Class) with Flange table-28 from RD 900 to RD 1400 & RD 3800 to RD 4100 = 800 Rmt

Reinforced concrete fencing posts conforming to IS 4996-1984 (as ammended upto date) Line post of bottom size 150x125 mm top size 150x125mm and length 2 mtr. with reinforced longitudinal steel (4 Nos bars of 8mm dia ) Transverse 6mm dia at 150mm c/c. Above ground level 1.30 mtr. fencing wire spacing from ground level 100,200,350,556750,750,950 and 1200 mm 22.50 mtr. center to center with a horizonl lines & two diagonal galvanished steel barbed wire (IS-278-1962 Type-I) weighing 9.38 Kg/-100 mtr. (Minimum) strained and fixed to posts with 61 staples including with painting of M.S. angle iron complete in all respect as per direction of Engineer-in-Charge. (cost of angle iron post struts and strain bolts shall be pais for seperately.

Providing and fixing of Cast Iron Sluice valve of Kirloskar/KSB/ Kilburn/Leader make of various dia.conforming to relevant IS code BIS 14842 (Class PN-1) capable of withstanding the nominal sheet pressure of G/ mains, with fixing of nuts bolts and gasket sheet having bye pass arrangement complete including cost of chamber in all respect as per direction and to the entire satisfaction of Engineer-in-charge with in all leads and lifts complete of the following nominal bore within all leads & lifts (In Gravity main from source to Presetlling Tank). 250 mm dia

Providing and fixing MS angle iron steel gate 1.20 mtre wide 1.30 mtr. long duly welded cuting hoisting complete including within all leads and lifts as per direction of Engineer -in- Charge. The design, drawing and weight of gate shall be got approved from the Engineer-in-charge.

RCC sub main Storage Tank 112000 Ltr Cap.at Node No.3 ("Shalru" village)

250 mm dia 5.60 mm thick of steel grade L-290 with Flange table-34 from RD 10400 to 12000 & 20200 to 21700

Providing M.S. flanges (in pairs) for the flanged joints of MSERW pipes of different diametres mentioned as below and same shall conform to BIS 6392-1971 ( latest with up to date amendments) including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge. (The cost of laying, jointing and welding shall be paid in item No- 7 of BOQ for flanged joint) 250 mm dia 4.80 mm thick of steel grade L-290 with Flange table-5 RD 0 to RD 500

C/O RCC Sector Storage Tank 25000 Ltr Cap at Node 7C (Matti)

Providing,Laying , jointing & testing of Screwed and Socketted Galvanised Mild Steel tube ( Light class) of Jindal /Surya Roshni / Tata make or of approved Rate contract of DGS&D/HP Government conforming to BIS 1239-1990 (Part-II) of following diameter including all tube fittings as required as per actual site of work within all leads and lifts , as per the direction and entire satisfaction of Engineer-in-charge.( Earth work in trenches to be measured and paid for seperately against ) 65mm dia nominal bore (Light Class)

G/main 100 mm dia for Duir Area at various RDs

65mm dia 4.80 mm thick of steel grade L-290 with flange Table- 34 from RD 23700/2300 to RD 23700/2900

GI pipe 80 mm dia ( Medium Class) with Flange table-5 (Main Tank 51 to Sub Main-7 Dovi ) from RD 9000 to 10000 RD 12000 to RD 13000 =2000 Rmt (Main Tank 51 to Sub Main-8 Khil ) RD 14500 to 16000 =1500 Rmt. (Main Tank 51 to Sub Main-2 Nandla) RD 27300/0 to 27300/500,RD 27300/1500 to 27300/2000 =1000 Rmt (Main Tank 51 to Sub Main-5 Lakhani) 27300/0 to 27300/1500 =1500 Rmt (Main Tank 51 to Sub Main-6 Chadwa) 27300/0 to 27300/3000,27300/5000 to 27300/8000 =6000 Rmt (Total Length=12000 Rmt.)

2nd Year.

GI pipe 80 mm dia (Medium Class ) with Flange table-17 (Main Tank 51 to Sub Main-7 Dovi ) from RD 10000 to RD 12000,RD 13000 to RD 14900 =3900 Rmt (Main Tank 51 to Sub Main-8 Khil ) RD 16000 to RD 18700 =2700 Rmt (Main Tank 51 to Sub Main-2 Nandla) RD 27300/500 to 27300/1500,RD 27300/2000 to 27300/5700 =4700 Rmt (Main Tank 51 to Sub Main-5 Lakhani) 27300/1500 to 27300/3500 =3000 Rmt (Main Tank 51 to Sub Main-6 Chadwa) 27300/3000 to 27300/5000,27300/8000 to 27300/9900=3900 Rmt (Total Length=18200 Rmt.)

RCC Sector Storage Tank 60000 Ltr Cap at Node 5B (Ghall)

C/O RCC Sector Storage Tank 11000 Ltr Cap at Node 9-I & 10 C

C/O RCC Sector Storage Tank 17000 Ltr Cap at Node 7A ( Ligga)

Sector Storage Tanks: RCC Sector Storage Tank 5000 Ltr Cap at Node 1A,1C,1D, 7-I, 7J,7K, 8C,8E,8G,9-A & 9-G

GI pipe 100 mm dia (Medium Class) with Flange table-17 (51 Deoga to 9 Bhujma ) from RD 200 to RD 900 & RD 3900 to RD 4500 =1300 Rmt.(Main Tank 51 to Sub Main-7 Dovi ) RD 23700/1500 to 3000,RD 23700/4500 to RD 23700/5500 ,RD 23700/7000 to RD 8500 =4000 Rmt (Main Tank 51 to Sub Main-8 Khil ) RD 7000 to 11500 =4500 Rmt (Total= 9800 Rmt)

RCC sub main Storage Tank 131000 Ltr Cap.at Node No.6-("Chidwah" village)

C/O RCC Sector Storage Tank 27000 Ltr Cap at Node 6E ( Ladwah)

250 mm dia 5.20 mm thick of steel grade L-290 with Flange table-34 from RD 9200 to RD 10400 & 21700 to 22300

5th Year. NOTE:-1- The basic Data for design and construction of Water treatmen plants and other Civil Works/Hydraulic structutures shall be followed as per Vol-III Chapter-I ( Data sheet 1to 7). 2- Scope of work for Rising mains / Gravity mains as per chapter-II ( Data sheet-8 ) 3- Steel truss pipe Xings & Automation as per Chapter-III A&B ( Data sheet-11) 4- Operation& maintennace Chapter-IV 5- General specifications for material & workmanship per Chapter-V 6- Techniacl specifications Chapter-VI 7- Specifications & Conditions for pipes ,joints & appurtenances as per Chapter-VII 8- Terms & Conditions for S/E of Pumping machinery 9- General terms & Conditions

Class ASA- 600

Providing MS flanges (in pairs) for the joints of GMS pipes mentioned as below and same shall conform to BIS 6392-1971 ( latest with up to date amendments) including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge. (The cost of laying, jointing and welding shall be paid in item No- 9 of BOQ for flanged joint. GI pipe 100 mm dia (Medium Class) with Flange Table-5 (51 Deoga to 9 Bhujma) from RD23700/ 0 to 200 =200 Rmt (Main Tank 51 to Sub Main-7 Dovi) RD 23700/0 to 1500,RD 3000 to RD 4500, RD 23700/5500 to 7000,RD 8500 to RD 9000 =5000 Rmt (Main Tank 51 to Sub Main-8 Khil ) RD 23700/0 to 7000,RD 11500 to RD 14500 = 10000 Rmt Total= 15200 Rmt

32 mm dia nominal bore

G/main from Node- 9 to10 (Bhujma to Gharedi): 65mm dia 4.80 mm thick of steel grade L-290 with flange Table- 28 from RD 23700/2000 to RD 23700/2300

Providing , laying, jointing & testing MSERW pipes ( zinc coated) of Jindal /Surya Roshni / Tata make with 80 % circumfrential butt welded joints & 20% intermediate flanged joints of total length by electrical arc welding (weld thickness shall be equal to pipe wall thickness) confirming to BIS/ISO: 3183-2007 of steel grade L- 290 (latest with upto date amendments) for the following pipe diametres having wall thickness & flange table as specified below & capable of withstanding required test pressure in a random length of 5.5 to 6.5 meters including cost of manufacturing/fabrication of reducers/ tapers , all short pieces, bends etc. made from parent tubes as per site requirements. 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 and the cost of providing flanges i/c nuts & bolts & gasket will be measured and paid for seperately) and all operations such as cutting, welding, jointing, fabrication of bends, tees i.e. lowering & laying in excavated Trenches to ensure required level i/c flushing, cleaning and hydraulic testing complete in all respects shall be carried out to the entire 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 and the pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials ( if damaged during laying jointing operation of pipe) made form the parent tube , shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of materialwith in all leads and lifts, flushing, cleaning & hydraulic testing , DP test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge . Note:- Negetive Tolerance should not be more than +/- 3%. Gravity Main from Water source to WTP: 250 mm dia 4.80 mm thick of steel grade L-290 with Flange table-5 from RD 0 to RD 500.

GI pipe 65 mm dia ( Heavy Class) with Flange table-28 from RD 1400 to RD2000 & RD 3400 to RD 3800 = 1000 Rmt

GI pipe 65 mm dia ( Heavy Class) with Flange table-28 from RD 1400 to RD2000 & RD 3400 to RD 3800 = 1000 Rmt

RCC sub main Storage Tank 124000 Ltr Cap.at Node No.4 ( "Kambli" village)

GI pipe 65 mm dia (Medium Class) with Flange table-28 from RD 900 to RD 1400 & RD 3800 to RD 4100 = 800 Rmt

250 mm dia 4.80 mm thickof steel grade L-290 with Flange table-28 from RD 4100 to RD 8600 & RD 22300 to RD 23000

Provision for Site development for Storage tank, RCC Anchor / Thurst block, & Sanitary protection. Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

250 mm dia 5.60 mm thick of steel grade L-290 with Flange table-34 from RD 10400 to 12000 & 20200 to 21700

GI pipe 80 mm dia ( Medium Class) with Flange table-5 (Main Tank 51 to Sub Main-7 Dovi ) from RD 9000 to 10000 RD 12000 to RD 13000 =2000 Rmt (Main Tank 51 to Sub Main-8 Khil ) RD 14500 to 16000 =1500 Rmt. (Main Tank 51 to Sub Main-2 Nandla) RD 27300/0 to 27300/500,RD 27300/1500 to 27300/2000 =1000 Rmt (Main Tank 51 to Sub Main-5 Lakhani) 27300/0 to 27300/1500 =1500 Rmt (Main Tank 51 to Sub Main-6 Chadwa) 27300/0 to 27300/3000,27300/5000 to 27300/8000 =6000 Rmt (Total Length=12000 Rmt.)

RCC Sector Storage Tank 14000 Ltr Cap at Node 4A ( Kambli )

250 mm dia 7.10 mm thick of steel grade L-290 with Flange table-34 from RD 15000 to 18700

25mm dia nominal bore

RCC sub main Storage Tank 154000 Ltr Cap.at Node No 2 ("Nandla" villgae)

250 mm dia 4.80 mm thick of steel grade L-290 with Flange table-23 from RD 1600 to RD 4100 & RD 23000 to 23400

250 mm dia 4.80 mm thick of steel grade L-290 with Flange table-11 (L 290) from RD 500 to RD 800

C/O RCC Sector Storage Tank 43000 Ltr Cap at Node 9B (Dhutta)

GI pipe 100 mm dia (Medium Class) with Flange table-28 from RD 3600 to RD 3900 (Total = 300 Rmt)

RCC sub main Storage Tank 249000 Ltr Cap at Node 9 { "Bhujma" village)

GI pipe 100 mm dia (Medium Class) with Flange table-28 from RD 3600 to RD 3900 (Total = 300 Rmt)

250 mm dia 4.80 mm thickof steel grade L-290 with Flange table-28 from RD 4100 to RD 8600 & RD 22300 to RD 23000

250 mm dia 4.80 mm thick of steel grade L-290 with Flange table-17 from RD 800 to RD 1600 & RD 23400 to RD 23700

RCC Sector Storage Tank 23000 Ltr Cap at Node 4D,7H&9C

65mm dia nominal bore

GI pipe 65 mm dia (Medium Class) with Flange table-5 (9 Bhujma to 10 Gharedi) from RD 0 to RD 300 = 300 Rmt

RCC Sector Storage Tank10000 Ltr Cap at Node 1B Chakka, 3B, 4C,6B,7B, 8D, 9E, 9J &10B

RCC sub main Tank 50000 Ltr Cap at Node 10 ("Gharedi" village)

65mm dia 4.80 mm thick of steel grade L-290 with flange Table- 34 from RD 23700/2300 to RD 23700/2900

250 mm dia 6.40 mm thick of steel grade L-290 with Flange table-34 from RD 12000 to RD 15000 & 18700 to 20200

GI pipe 65 mm dia with Flange table-17 (Medium Class) from RD 300 to RD 900 & 4100 to RD 4500 = 1000 Rmt

250 mm dia 4.80 mm thick of steel grade L-290 with Flange table-23 from RD 1600 to RD 4100 & RD 23000 to 23400

Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for 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 direction of the Engineer-in-charge.

G/main from Node -51 to 9 ( Deoga to Bhujma ): 100mm dia 4.80 mm thick of steel grade L-290 with flange Table- 28 from RD 23700/1300 to RD 23700/1500

Providing & fixing scouring arrangement i.e scouring tee in Gravity main as per site requirements fabricated from the parent pipe/tube having same wall thickness as provided in that particular reach i/c Cast steel sluice Valve of Class ASA-300 conforming to BS-1414 (at different RDs on Gravity main) i/ construction RCC Chamber ( M-30) with locking arrangement complete in all respect as per direction of Engineer-in-Charge G/main 250 mm dia from Water source to WTP at various RDs

Operation & maintenance of whole scheme from source level ( i.e. from Sanghni upto scetor storage tank) toWater Treatment Plant & Storage tanks, having below mentioned structure/ machinery/facility in proper working condition for a period of Five years (starting after successful testing of scheme for 90 days). The O&M includes the regular i.e. daily supplying of designed/required quantity of potable drinking water having water quality as per CPHEEO manual of water supply ensuring 0.2 to 0.3 ppm residual chlorine content or as specified by Engineer in charge, at the out let of the sector storage tanks to the beneficiaries of the scheme from above mentioned water source i/c Water Treatment Treatment plant & upto Main /Sub- Main storage tanks & Sector storage tanks at different locations of the scheme and repair & maintenance of Main lines, Gravity lines and entire distribution system along with maintenance of automised system of scheme. Regular maintenance of all the facilities including cleaning , washing, oil and greasing repairs, replacement of worn out/damaged parts of pumping machinery, pipe lines, valves and electrical & mechanical equipments, regular cleaning of all structure like , Head weir , Intake Tank ,Pre-sedimantaion tank , WTP, all Storage tanks , collection/distribution chambers & other civil works etc and disposal of waste to a proper point as per the direction of Engineer-in-charge . O&M also includes fixing/repairing leakage in structure, channels, pipe lines, pumping machinery etc., proper disinfection of treated water and regular testing of water samples at required stages of treatment and keeping regular and proper record of water quantity and quality, repair and maintenance work , chemical dosing and time and hour of run of pumping machinery, removal of all kind of slips, slush, up rooting of unwanted grass, shrubs, weeds etc. growing near the structures and keeping the area neat and clean, planting and maintaining plants/flowers/trees around the pump house treatment unit, storage tanks/sump well etc. as per the direction & to the entire satisfaction of Engineer-in-Charge including the cost of procurement of adequate and proper tools and plants, skilled and unskilled manpower, spare parts, oil/grease/lubricants, chemical (Except bleaching powder) instruments, equipments, stationery and any other material etc. required for O&M excluding the cost of energy charges. All the operation shall be carried out as per the CPHEEO manual on water supply and treatment (latest addition) HP PWD/IPH specification, HP & IPH departmental norms, directions issued by Engineer-in-Charge from time to time and sound Engineering practices. The chlorine gas shall be provided by the contractor it self . (refer terms and condition of O&M as per data sheet 15 Volume I) 1st Year.

RCC Sector Storage Tank 41000 Ltr Cap at Node 2C ( Manjeer)

Providing & Installation of Bulk flow water meter conforming to BIS 2401 of approved make at the inlet/oulet points of Storage Tanks complete in all respect in an inspection chamber (to be measured and paid sepratelly )

250 mm dia 4.80 mm thick of steel grade L-290 with Flange table-17 from RD 800 to RD 1600 & RD 23400 to RD 23700

GI pipe 65 mm dia ( Heavy Class) with Flange table-34 from RD 2900 to RD 3400 = 500 Rmt

50mm dia nominal bore

RCC sub main Storage Tank 177000 Ltr Cap at Node No 1E ( "Drabed" village)

RCC Sector Storage Tank 35000 Ltr Cap at Node 4B&7E

C/O RCC Sector Storage Tank 32000 Ltr Cap at Node 7G (Malal)

100mm dia 4.80 mm thick of steel grade L-290 with flange Table 34 from RD 23700/2019 to RD 23700/2400

C/O RCC Sector Storage Tank 15000 Ltr Cap at Node 8F&10A

250 mm dia 7.10 mm thick of steel grade L-290 with Flange table-34 from RD 15000 to 118700

C/O RCC Sector Storage Tank 30000 Ltr Cap at Node 6D & 9F

Construction of RCC Circular under ground/ partially under ground storage tanks in concrete mix of M-30 grade as per proper design & drawing of following capacities, at different locations including the cost of GI / MSERW pipes of appropriate lengths & diameters with flanged joints for inlet, outlet, scour and over flow pipes with all fittings such as Tees, Bends, Tail pieces, flanges and valves of appropriate sizes, excavation in all kinds of soil , site development by cutting & levelling to bring the NSL to the desired levelled surface /datum as per approved layout plan, cariage of materials within all leads and lifts etc. complete in all respect i/c the design & drawing charges of hydraulic as well as structural design as per feild data to the entire satisfaction of the Engineer-in-Charge. The over flow pipe shall be connected with delivery pipe ( For details refer chapter - 1 & data sheets 4 to 5 as per NIT)(Note:-Barbed wire fencing to be covred underitemNo-20). Sub Main storage Tanks:RCC sub main Storage Tank 26000 Ltr Cap. at Node No.1 ( "Jatota" village)

40mm dia nominal bore