Providing LWSS Kangain To Thambu and its adjoining villages under JJM in Tehsil Palampur,Jaisinghpur Distt. Kangra H.P

Amount

Schedule A1- Civil Works,Construction of reinforcement cement concrete Treanch Weir 15 Mtr Long , Drain from Treanch Weir to Collection tank 20 Mtr. long with collection Tank 32000 Lit capccity 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.

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.1 to 1.4)

Rapid Sand Filter Bed,Providing, installation, testing and commissioning of water treatment plants 2.10 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 Balllah (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 arrangements gaseous chlorination units, back wash units with pumping sets and Air compressors including arrangements for disposal of waste of water treatment plant process, Plant building comprising with office, / automation room , 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 pressur encountred 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.

Note:- (Refer Vol-II-Technical specifications WTP & Vol-III, Data Sheet No.2)

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.

DAROH GARH

RCC sector reservoir of 1,30,000 litre capacity with 10 metres staging height

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.3 )

Schedule A2- Gravity System, Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration metaled, 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.

DAROH GARH

PAROUR KHAROT

Providing , laying, jointing with circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and welding M.S. flanges at every 100 mtr pipes and testing of MSERW pipe of following dia meters confirming to BIS 3183-2007, steel grade L- 210 (latest with upto date amendments) having wall thickness as specified below and capable of withstanding required test pressure in a random length of 5.5 to 6.5 meters, including manufacturing reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . The laying of pipe shall also include flanged joints duly welded in three layers (two inner one outer), where ever required 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 tees i.e. lowering & laying in excavated Trenches to ensure required level i/c flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards . 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 material, flushing, cleaning & hydraulic testing , DP 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. Note:- Negetive Tolerance should not be more than +/- 3%.

Daroh Garh

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-5) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 0 to 1000 = 1000 Rmt( Steel Grade L-210)

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-11) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 1000 to 5950 = 4950 Rmt ( Steel Grade L-210)

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-5) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 4950 to 6280= 330 Rmt ( Steel Grade L-210)

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-11) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 6280 to 8040=1760 Rmt ( Steel Grade L-210)

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-17) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 8040 to 10500=2460 Rmt ( Steel Grade L-210)

MSERW pipe 150mm dia with wall thickness of 4.80mm,( FT-17) outer dia 166.10mm ,and every 100 mtr pipe flanged from RD 0 to 4000=4000 Rmt ( Steel Grade L-210)

PAROUR KHAROT

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-5) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 0 to 3300 = 3300 Rmt( Steel Grade L-210)

MSERW pipe 200mm dia with wall thickness of 4.80mm,( FT-5) outer dia 219.10mm ,and every 100 mtr pipe flanged from RD 430 to 3230 = 2800 Rmt( Steel Grade L-210)

Providing MS flanges (In pairs) for the joints of G.I. 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.

Daroh Garh

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-5) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 0 to 1000 = 1000 Rmt/100=10 Nos

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-11) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 1000 to 5950 = 4950 Rmt /100=50 Nos

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-5) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 4950 to 6280= 330 Rmt/100=3Nos

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-11) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 6280 to 8040=1760 Rmt /100=18 Nos

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-17) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 8040 to 10500=2460 Rmt /100=25 Nos

MSERW pipe 150mm dia with wall thickness of 4.80mm,( FT-17) outer dia 166.10mm ,and every 100 mtr pipe flanged from RD 0 to 4000=4000 Rmt /100=40 Nos

PAROUR KHAROT

MSERW pipe 250mm dia with wall thickness of 4.80mm,( FT-5) outer dia 273.10mm ,and every 100 mtr pipe flanged from RD 0 to 3300 = 3300 Rmt/100=33 Nos

MSERW pipe 200mm dia with wall thickness of 4.80mm,( FT-5) outer dia 219.10mm ,and every 100 mtr pipe flanged from RD 430 to 3230 = 2800 Rmt/100=28 Nos

Providing , laying, jointing with circumfrential butt welded joints by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) GI flanged pipes after every 100 mtr of pipe of following diametr .Conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . The laying of pipe shall also include flanged joints duly welded in three layers (Two inner & one outer), where ever required as per direction of the Engineer-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 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 welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. 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.

Daroh Garh

150mm dia (M. Class) Flange table -5 from Rd 0 to 1940=1940 Rmt

100mm dia (M. Class) Flange table -11 from Rd 0 to 3685=3685 Rmt

50mm dia (M. Class) Flange table -5 from Rd 0 to 2805=2805 Rmt

100mm dia (M. Class) Flange table -5 from Rd 3115 to 5145=1630 Rmt

80mm dia (M. Class) Flange table -5 from Rd 0 to 835=835 Rmt

50mm dia (M. Class) Flange table -17 from Rd 5980 to 6220=240 Rmt

Providing MS flanges (In pairs) for the joints of G.I. 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.

150mm dia (M. Class) Flange table -5 from Rd 0 to 1940=1940 Rmt/100=19 Nos

100mm dia (M. Class) Flange table -11 from Rd 0 to 3685=3685 Rmt/100=37 Nos

50mm dia (M. Class) Flange table -5 from Rd 0 to 2805=2805 Rmt/100=28 Nos

100mm dia (M. Class) Flange table -5 from Rd 3115 to 5145=1630 Rmt/100=16 Nos

80mm dia (M. Class) Flange table -5 from Rd 0 to 835=835 Rmt/100=8 Nos

50mm dia (M. Class) Flange table -17 from Rd 5980 to 6220=240 Rmt/100=2 Nos

Providing and fixing of acting air valve of various dia BS: 1818- G I testpressure and as per upto date ammendments including MS flanges with table 23,17 and 5 gasket sheet etc. complete in all respects within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge.

Daroh Garh

40mm dia

25 mm dia

15mm dia

Parour Kharot

40mm dia

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.4 from 4.1)

Unipro Techno Infrastructure Pvt Ltd

HARJEET SINGH