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| 1 | Excavation in foundation,trenches (for pipes & pits) up toall 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 chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/ strutting, planking, timbering & dewatering wherever required, stacking theuseable of unuseable material/ soilseparately &after excavated soil clear from the edge of excavation returning the excavated soil after laying jointing testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus Excavated soil/unusable material as directed with in all leads & lifts including restoration of 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 the entire satisfaction & directions of Engineer- in- charge. |
| 2 | Providing & laying cement concrete 1:6:12(1:cement :6 sand:12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 3 | Providing & laying cement concrete 1:5:10(1:cement :5 sand:10 graded stone aggregate 40 mm nominal size) withcuringcomplete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.( in boundary wall) |
| 4 | Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and Plinth. |
| 5 | Providing and laying cement concrete in M 30 grade but not leaner than 1:1:2(1 cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement and reinforced concrete work in :- |
| 6 | Foundations and Plinth in all leads and lifts. |
| 7 | wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. |
| 8 | Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- |
| 9 | Suspended floor,Dome,roofs,landings shelves and their supports balconies, beams, girders ,bressumers and cantilevers etc in all leads and lifts of any shape. |
| 10 | Beams, cantilevers, girders & lintels Sides and soffites of beams beam haunchings, cantilevers, bresummers and lintels not exceeding 1mtr in depth in all heights from floor complete in all respect i/c all leads and lifts. |
| 11 | Providing mild steel/tor Steel reinforcement for R.C.C work including bending , binding and placing in position complete up to floor two level. |
| 12 | Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm so as to give a fair finish including centering shuttering struting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:- |
| 13 | Foundations, footings, basis of columns & the like and mass concrete. |
| 14 | Vertical surface such as wall (any thickness) partition and the like including attached pillasters, butresses, etc. plinth and string course complete job in all respects with inall leads and lifts as per the direction and best satisfaction of Engineer-in-charge. |
| 15 | Flat surfaces such as soffits of suspended floor, roofs, landing and the like complete in all respect complete in all respects as per the directions and best satisfaction of the Engineer-in-charge. |
| 16 | Beams, cantilevers, girders & lintels Sides and soffites of beams beam haunchings, cantilevers, bresummers and lintels not exceeding 1mtr in depth in all heights from floor complete in all respect i/c all leads and lifts. |
| 17 | Providing form work of ordinary timber plankings so as to give a roughfinish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:- |
| 18 | Arches, domes, vaults up to all span in all leads and lifts. |
| 19 | Laying in trenches, GMS Tubes (Light Grade), Tube fittings (earth work in trenches to be measured and paid for separately). |
| 20 | 125 mm Dia. |
| 21 | 100 mm dia |
| 22 | Providing and fixing Cast iron Sluice Valve class PN -1 as per IS 14846 of leader/ kirloskar make with standing nominal seat pressure of 10.2 kg/cm2with hand wheel complete in all respect and as per the entire satisfaction of Engineer-in-Charge. |
| 23 | 125 mm dia |
| 24 | 100 mm dia |
| 25 | Providing & fixing precast concreteSFRCmanhole cover withframe conforming to IS-12593-1988,part-I and IS 12592-1991, part-II, 500mm diameter , medium duty. |
| 26 | Random rubble masonary / Polygonal rubble masonary (coursed or brought to courses withhard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 (1 cement : 6 sand) |
| 27 | Brick work using common burunt clay building bricks in foundation and plinth in cement mortor 1:6 (1 cement : 6 sand) Istclass bricks |
| 28 | 6 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor -2 level including arrisses,internal rounded angles,chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:3 ( 1 cement :3sand ) |
| 29 | Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of IS gauge specification 8 S.Gwith wire of dia 0.56 mm for doors,windows i/c bright finished black enamelled iron butt hinges with necessary screws 30 mm thick of 2nd class deodar wood with in all leads and lifts complete in all respect. |
| 30 | Manufacturing, Supplying, Fabrication and Fixing of MS Fabricated Protection Panel 750 mm x 750 mm made with MS Angle 40 x 40 x 4 mm for frame, MS Angle 30 x 30 x 3 mm for cover, MS Flat 25 x 5 mm for fixing of sliding door bolt and MS Sheet 4.00 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle, MS Flat & MS Sheet, embedding in RCC Slab by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x 16 mm, MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint (Firoza Blue) complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge. |
| 31 | Providing& Fixing 1.20 metre heigh fencing (as per approved design) 1.80 metres R.C.C. posts 3 metres centre to centre and R.C.C. struts with 7 horizental lines and two diagonals of galvanised steel bar bed wire (IS 278-1962 type I) weighing 9.38 kg./100 metres (minimum) strained and fixed to posts by typing to 6mm galvanised steel bar niles/clips with G.I. binding wire including cost of Excavation, R.C.C. Posts,R.C.C. struts and straining belts and embeded in cement concrete 1:4:8 ( 1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 32 | Steel work welded in built up sections, trusses and framed work including cutting,hosting,fixing in position and applying a priming coat of red lead paint in gratting framed guard bars, ladders, railing etc. |
| 33 | Pump House:- 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, Toilets, Septic Tanks, internal and extenal electrical fittings, External landscaping,dewatering etc, and boundary wall (with 1500 mm high wall & 600 mmhigh MS grill i/c 2100 mm high steel gate) complete in all respect as directed by Engineer in charge . All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. The design of the pump house should be approved from the competent authority and same needs to be vetted from reputed institute like IIT/ NIT/ PEC Chandigarh. |
| 34 | Stage I, at Vill Ghanyari(Area 48 Sqm)Stage II, at Vill Balhi dhar (Area 48 Sqm) |
| 35 | WTP ( C/OWTP 0.932 MLD) :- Providing and installation,testing and commisioning of WTP 0.932 MLD with 16 hrs working per day) the shape of Rapid sand filters including cost of Construction of civil works, hoisting and errection of all steel works, providingand installation of all mechanical/electrical equipments/accessories,laying of all interconnecting GI/MSERW pipes and scouring arrangements from all units with disposal of the same to the boundary of structures, all types of valves,fittings and all contingent works capable of taking input and giving output as laid down in chapter1 of CPHEEO manual under all climatic conditions specified therein. The treatment plant includes Raw water tank,inlet chamber,inlet channel, parshall flumes, C/O pre sedimentation tank, wash lime solution tanks, alum solution tanks with dozining arrangement, flash mixer, mechanical clariflocculator , rapid sand filters, pipe gallery and clear water tank and plant building accommodating alum store, chemical handling and feeding room with safety measure, back wash pump cum air compressors room, pannel room, water testing laboratory and attendant room. the cost shall include office furniture also ,providing and fixing of lighting arrangements complete in all respect. Providing and fixing of all electrical/mechanical equipments, proper walk way for inspection/operation of various units, providing and setting up of all laboratory equipments etc.as per CPHEEO manuals appendix 15.90 (category-II) of 1999 addition shall be provided .Sizes of various units shall be based on manual of water supply and treatment published by CPHEEO. The design of various units shall confirm to relevant IS codes and specifications. All the water retaining structures shall be designed and constructed in RCC as latest IS Code Site Development i.e. retaining wall/breast wall additing required to make platform for WTP. The components such as site development ,C/O PCC/RCC retaining walls ,breast walls upto battery limits of WTP, Dewatering, approach road, interconnecting beatification including all alied works complete as directed by E-In-Charge . Battery limits shall be considered as 3.00m from the edge of the structure of 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.Site development i.e. retaining wall /breast wall additing required to make platform for WTP.The WTP Should be fully automated which will include auto back washing , auto scouring of pre- settling tank and auto alum dosing and chlorination . It shall also include the provision of tubidity sensors,PH sensors, residual chlorine and TDS measurement at inlet and outlet of WTPReffer to Data sheet No. 1 and to maintain the entire system for three months on trial basis free of cost. |
| 36 | Gaseous chlorination:-Supply, installation, Commissioning and testing of vaccum operated, pressure feed gaseous Chlorinator of Toshcon Jesco/Capital make for chlorination of water by direct feeding to existing water main consisting of the following components in all leads and lifts as specified below. |
| 37 | Providing installation & commissioning of gaseouos type fully vaccum chlorination system having0-1.0 kg per hour chlorine gas feeding capacity of PENWALT(USA) / ECOCHLOR (USA) / ENCHLOR (USA)/Jasco (USA) make. The system shall have vacuum regulator with inbuilt Filter and Pressure Gauge, in-built Measuring Glass with dose rate adjuster, Vacuum ejector, ejector Non Return Valve, 4.0 m long PE tubing (As Vacuum and Vent tubing), 32 mm Spanner, Ammonia Solution etc. in all leads and lifts and to the entire satisfaction of Engineer-in-charge |
| 38 | Chlorine Gas Injector |
| 39 | Providing installation & commissioning single phase monoblock pump 1.5 to 2.0 HP of required discharge capacity with Motor of Kirloskar/Crompton Greaves make with common steel fabricated base frame duly grouted at site including starter and cabling including all leads and lifts and as per entire satisfaction of Engineer - in - charge |
| 40 | Providing installation & commissioning of ISI marked PVC pipe & fittings, ball valves, Lead washers, O-Rings, G.I. pipe and fitting for installation and grouting of steel stand for ejector of gaseous type chlorination system complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge |
| 41 | Providing & Installation of gas filled chlorine gas cylinder of 100 kg capacity as per BIS standard duly certified by the petroleum and explosive safety organization Govt. of India for filling of chlorine gas required for the scheme including all leads and lifts and as per entire satisfaction of Engineer-in-charge |
| 42 | Providing and Supplyingof Safety kit of superior quality and ISI marked complete in all respect. |
