|
| 1 | Item No. 4 :-Carrying out recuperation / yield test for asser-ting the discharge of constructed well/ excavated profile as directed by Engineer-in-charge.The test is carried out by drawn down water from the well/ profile below normal/ sub soil water level up to full depth rise in water level is recorded.The normal water level/ sub soil water level in the well/ profile as well asstainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc.completed as directed. |
| 2 | SUBWORK NO. 2 :- DESILTING & DEEPENING OF EXI. PWS WELLItem No.1 :- Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge.Lift 15.00 to 16.50 M |
| 3 | Item No.2 :- Excavation in general in hard material comp-rising of soft rock,hard roack, Manjara rock, etc. by blasting / controlled blasting, chiseling as required in wet or dry condition for head works i.e intake well, Connecting pipe, Jack well, pump house supply well for lift 0.00 to 1.50 m & lead of 150m including barricading, guarding. disposing off surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge, excluding refilling.etc complete. Lift 15.00 to 16.50 M |
| 4 | Lift 16.50 to 18.00 M |
| 5 | Item No. 3 :- Dewatering the excavated trenches and pools of water in the building trenches/pipeline tren-ches, well works by using pumps or other devices including desposing off water to safe dist-ance as directed by engineer-in-charge. ( Including cost of machinery, Labour charges etc ) |
| 6 | Item No. 4 :-Carrying out recuperation / yield test for asser-ting the discharge of constructed well/ excavated profile as directed by Engineer-in-charge.The test is carried out by drawn down water from the well/ profile below normal/ sub soil water level up to full depth rise in water level is recorded.The normal water level/ sub soil water level in the well/ profile as well asstainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc.completed as directed. |
| 7 | Item No. 5 :- Providing& drilling Horizontal in well Bore as given in GSDA certificate by bore drilling unit including all labour, trnsportation chareges of machine etc complete.For PWS well 1 |
| 8 | SUBWORK NO. 3 :-SWITCH ROOM(3.0m x3.0m x 3.0m) Item No. 1 :- Excavation for foundation/ pipe trenches in earth soils of all types sand, gravel,soft murum including removing the excavated materialup to distance of 50 m & lift as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation etc complete. ( Lift up to 1.50 m ) |
| 9 | Item No. 2 :- Excavation for foundation/ pipe trenches in hard murum including removing the excavated material up to distance of 50 m & lift as below, stacking & spre-ading as directed by Engineer-in-charge, normal dew-atering, preparing the bed for the foundation & excludingfilling etc. complete ( Lift up to 1.50 m ) |
| 10 | Item No. 3 :- Providing and laying in situ following grades of Cement Concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewate-ring, formwork, compaction,curing, finishing etc. complete P.C.C (M-150) |
| 11 | Item No. 4 :- Providing and laying in situ Cement Concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in foun-dation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, formwork, bally, steel propups compac-tion, finishing and curing, etc.complete. (Excluding M.S. or Tor reinforcement) R.C.C. M- 200For coloumn footing |
| 12 | Item No. 5 :- Providing and casting in situ Cement Concrete of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge inclu-ding normal dewatering, centering, formwork, bally, steel propups, compaction, finishing the formed surfaces with CM1:3 of sufficient minimum thickness to give a smooth and even surface where ever necessary or roughning if special finish is to be provided and curing, etc. complete.(Excluding M.S.or Tor reinforcement) For all types of Columns R.C.C. M- 200 grade |
| 13 | Item No. 6 :- Providing and casting in situ Cement Concrete of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge inclu-ding normal dewatering, centering, formwork, bally, steel propups, compaction, finishing the formed surfaces with CM1:3 of sufficient minimum thickness to give a smooth and even surface where ever necessary or roughning if special finish is to be provided and curing, etc. complete.(Excluding M.S.orTor reinforcement)R.C.C. M- 200 grade For Beams / Braces / Lintels |
| 14 | Item No. 7 :- Providing and casting in situ Cement Concrete of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge inclu-ding normal dewatering, centering, formwork, bally, steel propups, compaction, finishing the formed surfaces with CM1:3 of sufficient minimum thickness to give a smooth and even surface where ever necessary or roughning if special finish is to be provided and curing, etc. complete.(Excluding M.S.or Tor reinforcement) R.C.C. M- 200 grade For Slabs |
| 15 | Item No. 8 :- Providing and fixing in position steel bar reinforc-ement of various diameters for RCC piles, caps, footing, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire).1) Tor Steel |
| 16 | Item No. 9 :- Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. Below Plinth |
| 17 | Above Plinth |
| 18 | Item No. 10 :- Filling in plinth & floors murum bedding in trenches with approved murum from excavated material from foundation in 15 cm to 20 cm layer including water ing and compaction etc. complete. |
| 19 | Item No. 11 :- Providing and fixing steel frame of angle 40 x 40 x 5 mm size for windows with 16 mm dia. mild steel bars horizontally at 10 cm c/c for ventilator portion and 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete. |
| 20 | Item No.12 :- Providing and fixing mild steel grill work for windows, ventilators,etc.15 Kilogram/ Square Metre as per drawing including fixtures necessary welding and painting with one coat of anti corrosive paint and two coats of oil painting complete. |
| 21 | Item No. 13 :- Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. Horizo-ntally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete. |
| 22 | Item No. 14 :- Providing and fixing M.S.grill door 24 Kilogram/ Square Metreof various sizeas per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc |
| 23 | Item No. 15 :- Providing 12/ 15 mm thick external Rouhg cast cement plaster with cement mortar 1:4 in tow coats in concrete brick or stone masonary surfaces in all positions including scaffolding & 14 days curring etc. complete. |
| 24 | Item No. 16 :- Providing internal cement plaster 20 mm. thick in single coat in cement mortar 1:3 without neeru finish to to stone masonry surfaces, in all positions including scaffolding and curing complete. |
| 25 | Item No. 17 :-Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in15 cm layers with all leads and lfts including consolidation, surcharging, etc. complete. |
| 26 | Item No. 18 :-Providing and laying Rough Shahabad Stone Flooring 25mmto 30mm thick and of required width in plain/diamond pattern on abed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. |
| 27 | Item No. 19 :-Providing and applying washable oil bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 28 | Item No. 20 :-Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 29 | SUBWORK NO. 4 :- PUMPING MACHINERY Item No. 1 :- Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor confor-ming to IS9283, with water proof winding. Pump shall be suitablefor various delivery head and discharge with stainlesssteel shaft. Motor suitable for working on 415 V ± 10%,3 Ph, 50 Hz A.C. Supply, with cable guard, thrustcarbon/fiber bear-ing to withstand entire hydraulic thrust.The pump set shall be suitable for direct coupling, with suita-ble suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Submersible pump set 150 mm. diaup to8 Stage5 HP 8 Stage 9162 Lits/Hour Head 38 M |
| 30 | Item No. 2 :- Providing ISI mark G.I. pipe of following class and dia including all local & cenral taxes. Octroai. Inspectioncharges, transportation to store etc. complete.50 mm dia G.I. Pipe Heavy Class |
| 31 | Item No. 3 :- Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. Submersible/centrifugal pump set upto 7.5 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combinedmeter / voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc. |
| 32 | Item No. 4 :- Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 33 | Item No. 5 :-Providing and supplying ISI mark CI D/F reflux valves ( non- return valves ) of following dia inc-luding all taxes ( Central and Local) railway freig-ht, inspection charges unloading from railway wagon, loading into truck, transportation upto etc complete80mm dia reflux valves |
| 34 | Item No. 6 :- Providing and supply ISI Standard CI double flanged pipes including all taxes ( cental & local ). Railway freight. Insurance unloading from railway wagon, loading into truck transpot to stores / sites, unloading etccomplete as directed by Engineer- in- charge.80 mm CIDF Pipe |
| 35 | Item No. 7 :- Providing, erecting, double flange sluice valveconforming forIS 2906/14846 incuding worn gear arrangements as per tes pressure stainless steel spindlle, caps including all taxes transportation etccomplete.80 mm CIDF Sluice Valve |
| 36 | Item No. 8 :- Providing and supplying ISI standard CI flanged/ S&S specials including all taxes ( central& local) railway freight, insurance, unloading from railway wagon, loading into truck transport to dep-artmental store / site, unloading stacking etc. complete. |
| 37 | SUBWORK NO. 5 :- RISING MAIN Item No. 1 :- Excavation for foundation/ pipe trenches in earth soils of all types sand, gravel,soft murum including removing the excavated materialup to distance of 50 m & lift as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation etc complete. ( Lift up to 1.50 m ) |
| 38 | Item No. 2 :- Excavation for foundation/ pipe trenches in hard murum including removing the excavated material up to distance of 50 m & lift as below, stacking & spre-ading as directed by Engineer-in-charge, normal dew-atering, preparing the bed for the foundation & excludingfilling etc. complete ( Lift up to 1.50 m ) |
| 39 | Item No. 3 :- Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up toa distance of 50 m etc complete |
| 40 | Item No. 4 :- Filling in plinth and floors murum bedding in trenches with approved murum fromfoundation 15 cm to 20 cm layer including watering andcompaction etc. complete. |
| 41 | Item No. 5 :-Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material likeechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. A.) PE-100 a) 6 Kg/Sq. cm :90 mm dia 6 kg/cm2 HDPE Pipe Line |
| 42 | Item No. 6 :- Providing & supplying at site of work CI/PVC/GIspecials suitable for above said pipes including cost of all taxes fright charges etc.complete |
| 43 | Item No. 7 :-Providing and supplying Air Valves as per IS- 14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.50 mm dia Doubleball Air valve |
| 44 | Item No. 8 :- Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-763490mm dia HDPE pipe 6 Kg/cm2 |
| 45 | Item No. 9 :- Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6mm thick M.S.pipe shaft 2.70M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150mm thick around the air valve tee including encasing of verticals haft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee etc.complete, as per type design and as directed by Engineer-in-charge for following diameters of pipe lines |
| 46 | Item No. 10 :- Providing double flanged Sluice Valves conform-ing to IS-2906/14846 including worm gear arra-ngements as per test pressure, stainless steels pindle, caps, including all taxes, transportation,etc. complete. ( without by pass arrangement ) PN-180 mm dia Sluice valve |
| 47 | Item No. 11 :- Lowering laying and jointing in position following CI.D/F reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete, 80 mm dia Sluice valve |
| 48 | Item No. 12 :- Providing and laying in situ 1:2:4 (M-150) grade of C.C. oftrap/granite/ quartzite/gneiss metal for foundation and bedding including dewatering form work compacting and curing finishing etc complete. P,C.C. 1:2:4 (M-150) |
| 49 | Item No. 13 :- Providing and fixing C.I. road box including loading, unloading and carting to site of workincluding all necessary excavation in all typesof strata and fixing in murum packing, etc.complete.100mmx300mm (20kg) |
| 50 | Item No. 11 :- Refilling the trenches with availableexcavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all leads and lift including consolidation surcharging etc complete. |
| 51 | SUBWORK NO. 5 :- RCC ESRItem No. 1 :- Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500cum and not more than 6mc/c for ESRs having capacity above 500Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a ead of 50metres,all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and by pass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S.grill gate of 2M height with locking arrangement of approved design, B.B. masonry chambers for all valves,ventilatingshafts, providing and applying three coats of cement paint to the structure including roofslab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S.code. The job to include painting the name of the scheme and other details on there servoir as per the directions of Engineer-in-Charge.RCC ESR Cap. 74000 Liter St. H. 10 M |
| 52 | Item No. 2 :- Providing and supplyingI.S.I. standered cast iron doube flanged pipes including all central and local taxed, octri inspection charges insurance railway frieght unloading from railway wagoan, loading into trucks, transport to stores, unloading stacking etc. complete.1) 80 mm dia CIDF pipe for inlet |
| 53 | 2) 80 mm dia CIDF pipe for outlet overflow and bypass wash out etc. |
| 54 | Item No. 3 :- Providing double flange sluice valve conforming forIS 2906/14846 incuding worn gear arrangements as per test pressure stainless steel spindlle, caps including all taxes transportation etccomplete.1) 80 mm dia CIDF Sluice Valve |
| 55 | 2) 80 mm dia CIDF Sluice Valve |
| 56 | Item No. 4 :- Providing and supplying ISI standard C.I.flanged /S&S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to departmental stores/site, unloading,stacking,etc. complete.D/F Specials 80 to 300mm |
| 57 | SUBWORK NO. 6 :- DISTRIBUSTION SYSTEM Item No. 1 :- Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suita-ble for potable water with solventcement joints inclu-ding cost of couplers, as per IS speci-fication no. 4985/ 1988 including all local and central taxes, transporation, etc complete 90 mm dia 4kg/cm2 P.V.C. PIPE |
| 58 | Item No. 2 :- Providing & supplying at site of work CI/ PVC /GIspecials suitable for above said pipes including cost of all taxes fright chargesoctroi loading Unloading conveyanceetc. |
| 59 | Item No. 3 :- Providing double flanged Sluice Valves conform-ing to IS-2906/14846 including worm gear arra-ngements as per test pressure, stainless steels pindle, caps, including all taxes, transportation,etc. complete. ( without by pass arrangement ) PN-180 mm dia Sluice valve |
| 60 | Item No. 4 :-Excavation for foundation / pipe trenches in earth.Soils of all types. Sand, gravel and soft murum, including removing the excavatedmat-erial up to a distance of 50 meters andlifts as below, stacking and spreading as directed, manual dewatering, etc complete |
| 61 | Item No. 5 :- Excavation for foundation / pipe trenches inhard murum including removing the excavatedmaterial up to a distance of 50 meters andlifts as below, stacking and spreading as directed, manual dewatering, preaparing the bed for foun-dation andetc complete.lift 0.00 to 1.50m |
| 62 | Item No. 6 :- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry Found-ation asphalt road including removing the exca-vated materialup to a distance of 50 m beyond area and lifts as below, stacking as directed by Engineer- in- charges etc complete lift 0.00 to 1.50m |
| 63 | Item No. 7 :-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction etc complete. |
| 64 | Item No. 8 :- Lowering laying and jointing PVC pipes and specials of following class and diameter inclu-ding cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydr-aulic testing as per Iscodewith cement solvent joint etc complete90 mm dia 4kg/cm2 P.V.C. PIPE |
| 65 | Item No. 9 :- Lowering laying and jointing in position following CI.D/F reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete, 80 mm dia Sluice valve |
| 66 | Item No. 10 :- Providing and fixing C.I. road box including loading, unloading and carting to site of workincluding all necessary excavation in all typesof strata and fixing in murum packing, etc.complete.100x225mm (20kg) |
| 67 | Item No. 11 :- Providing and laying in sity 1:2:4 (M-150) grade of C.C. oftrap/granite/ quartzite / gneiss metal for foundation and bedding including dewatering form work compacting and curing finishing etc complete |
| 68 | Item No. 12 :- Refilling the trenches with availableexcavated stuff with soft material first over pipelineand then hard material in 15 cm layers with all leads and lift including consolidation surcharging etc complete |
| 69 | SUBWORK NO. 7 :-FHTCItem No. 1 :- Providing and making UPVC/MDPE pipeconsumer service connection onDistribution main by drilling hole withsuitable means , including all labour ,UPVC/MDPE Pipe of required length with or without Road crossing asdescribed below, including cost of specials like Saddle/Clamp Saddle ofsuitable material, and diameter suitablefor Distribution main, 15mm /20mm/25mm respective Dia Heavy dutyBrass/Polyprophylyne (Twin Jacketed ) Ferrule , Male and Female threadadapterElbow, Bends, couplers , Tees, Clamps ofsuitable material and the watersupply ,transportation of material etc.complete as directed by Engineer in chargeWith Road Crossing |
| 70 | Without Road Crossing |
| 71 | SUBWORK NO. 8 :-NAME BOARDItem No. 1 :- Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 72 | SUBWORK NO. 9 :-TRIAL & RUN Item No. 1 :- Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. |
| 73 | Item No. 2 :- MSEB Charges for one Month |
| 74 | Item No. 3 :- TCL Powder charges for one Month |
