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| 1 | Subwork no 1 Estimate for pump shed Item No. 1: Providing stuctural steel work in Rolled section like joist channel Angles tees as per detailed design and drawing including fixing in position without connecting plates, braces, and one coat of anticorrisive paint and over it two coats of oil painting of approved quality and shades |
| 2 | Item No. 2: providing and fixing corrugates galavanisd iron sheet of 0.63 mmthick fpr roofing without wind tiles including fastening with galavanised iron screws and bolts lead and bitumen washers as per drawing etc |
| 3 | Item No3 Providing Structural steel work in single stanchions composed of RSJ channel etc with cap bases mild steel plates angles, plates, cleats as per detailes design and drawing as directed by eng charge including cutting fabrication hoisting, erecting fixing in position making rivited, bolted connection and one coat of aritocorrisive paint over it two coat of oil painting etc ISMB 125X75 |
| 4 | Item No-4 Providing and fixing in position mild steel door/ window shutters including mild steel angle frame of size 50X 50X 5 mm. for fixing mild steel sheet 24 gauge including welding fixing to frame and all necessary fixtures including electrostatic powder coating etc. complete.DOOR & Windows PWD S.S.R.22-23 I.No. 1233/39.35 P.No. 309 |
| 5 | Item No 5 Providing and fixing steel Frame door of angle frame of size 50X 50X 6 mm.with mild steel bars16 mm diahorizentally at 10 mm c/c for ventilator portion and at 15 mm c/c for remaining portion with MS flat size 40x6 mmvertical at centre including iron hold fast boxes for hold shutters including welding finishinf and painting etc complete |
| 6 | Item No. 6:Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25x25x5 mm in size) including welding, cuttting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint etc. complete as directed by engineer in charge. |
| 7 | Subwork no 2-PUMPING MACHINARY [3.00HP 2 NOS] Item No1:-150mm dia Sub pump set. Providing, erecting and giving test of 5.00 BHP/upto 8 Stage 150 mm dia Sub pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump sheel be suitable for various delivery head and discharge with stainless steelshaft. Motor suitable for working on 415(+/-)10% volt 3 ph 50 c/s a.c. supply, thrust corban bearing with stand entire hy.thrust. pump set shall be direct coupling with suitable strainer pump should have suitable discharge out late as per manufacture design antithrust stream lined non return valve shallbe provided with pump 3mtr submersible copper conductor cable in single /double run, two pairs erection clamp 32 mm wx10mm thick shall be provided with pump. Q = 1570 H = 36 M |
| 8 | Item No. 2a:-50 mm dia G.1. pipe. providing and errecting ISI mark, heavy class,50 mm dia G.I. pipe with both end threaded & one end B class socket. |
| 9 | Item No. 2b:-M.S.Special. providing and errecting M.S Special for various diameter of pipe |
| 10 | Item No. 3a:-50 mm dia G.I. Bend.providing and errecting ISI mark, B class, 50mm dia G.I. Bend with B class socket |
| 11 | Item No. 3b:-50 mm dia G.1. Tee providing and errecting ISI mark, B class, 50mm dia G.I. Tee with B class socket |
| 12 | Item No.4:- Earthing.Providing and errecting rod type earthing (electrode of 20mm dia solid G.I. Rod or G.1. Pipe of 40mm dia) 2.5 mtr burried in earth or driven in the earth with blows of moderate force) with necessary double G.I. earth strip complete errected connected to nearest switch gear earth terminal. |
| 13 | Item No.5:- Flat flexible sub cable providing and errecting flat flexible submersible cable with copper conductor 3 core pvc insulated & pvc sheathed cable wire size: 4 sq mm (motor to panel board), for 3hp double run |
| 14 | Item No.6:-Armoured cable. Providing and errecting Aluminium conductor, XLPE/PVC insulated Armoured cable 3.5 or 4core cable size 16 sq mm |
| 15 | Item No7:-C.1. flanges, providing and errecting ISI mark. 75/80 mm dia C.J. flanges with nut, bolt & washer |
| 16 | Item No.8:- Channel frame, providing, errecting Channel frame |
| 17 | Item No.9:- Rain Prinventive box.Providing, errecting Box type RainPrinventive box size=1.5X1X0.35 & 16SWG with lock arrangement Alpanel box)=5sqmtr |
| 18 | Item No10:- Plywood. Providing, errecting plywood 19 mmthickness fixed to angle frame with necessary material |
| 19 | Item No. 11:- Angle frame.Providing, errecting & fabrication of angie frame for panel support |
| 20 | Item No. 12:-Fuse bridge. providing, errecting HC pattemporcelain fuse bridge with base and HC fuse links 415/500 volt, 63Amp.capacity |
| 21 | Item No. 13:- Triple Pole Switch. /metal clad switch & fuse32Amp 415/500 volt. providing, errecting triple pole iron clad |
| 22 | Item No. 14:-Change over Switch. clad/metal clad four pole 40 Amp 415/500 volt. providing, errecting Change over Switch. |
| 23 | Item No. 15:- Volt meter. providing & errecting analog type moving iron Voltmeter for AC voltage 0 to 500 volt range,50 c/s, flash type. |
| 24 | Item No. 16:- Ammeter, providing & errecting analog type moving iton Ammeter for AC current o to 30 Amp, direct range. 500 volt, 50 c/s flash type. |
| 25 | Item No. 17:-Indicating Lamp. providing & errecting LED type indicating pilot lamp with LED colours RED/Yellow/Green] 230/250 Volt on provided box/panel with necessary material, wring & connectons. |
| 26 | Item No. 18:-Capacitor. providing & errecting bank of metalised polypropylene condensers with standard capacities of 1 2.3.5.7,12,15, 20 & 25 kvar unit P.F. corre-ction operation on 3 ph 50 c/s 500 volt + or- 10% externally dischaging resis-tancs earthing terminals & built up angle iron or chennel iron frame work & provided with terminal cover box completed& tested. |
| 27 | Item No.19:-DOL /FASD Starter. providing & errecting DOL/FASD starter to operate squirrel cage induction motor working on 380-440 volt, 3 phase,50 c/s with no volt coil and over load Relay (range 30 Amp )with nacassary material and connected to supply, etc completed. for Up to 7.5 hp capacity |
| 28 | Item No.20:- Sluice Valve 65 mm dia.Position Sluice Valve-80mm dia and class including necessary jointing accessories (flanges, nut as per the specification. |
| 29 | Item No. 21:- Reflux Valve 65mm dia.Providing & errecting in , bolts and rubber packing) position Reflux Valve 80mm dia and class including necessary jointing accessories (flanges, nut as per the specification. providing & errecting in , bolts and rubber packing) |
| 30 | Item No. 22:-MS bareels for chain pullyProviding and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores/site, and stacking, etc., complete. MS barrels (pipe pieces) locally manufactured (for small quantities) |
| 31 | tem No. 23:- Chain pully block of 1 TonProviding, erecting triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift tested to 50% over load as per IS 3832 carrying ISI mark. |
| 32 | Subwork no 3 [Pure Water Rising Main] from 90 mm PVC 6KG L 400 MItem no 1 Providing and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of solvent cement joints invluding cost of couplers, as per IS specification No. 4985/1988excluding GST levied by GOI & GOM in all respect, including transportation freight charges, transit insurance, inspection charges, loading, unloading, conveyarice to stores and stacking the same in closed shed duly protected from sun rays and rairis etc complete (with third party inspection)(socketed) 90 mm PVC Pipes- 6Kg/Sqm. |
| 33 | Add 5% PVC Specials |
| 34 | Item no 2-Providing ISI mark G.l.pipe of following class and diameter including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete as directed by Engineer-In-Incharge. 80 mm dia.Class-Medium Pipes. For Nalla |
| 35 | Item No. 3: Providing double flanged Sluice Valves conforming to IS-2906/14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete. PN-1. 80mm dia CIDF sluice valve |
| 36 | Item no 4 - Providing and supplying Air Valves as per IS-14845-2000 and MJP\"s standard specifications of approved make and quality of following diameters including all taxxes (Central and Local), railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores/site, unloading and stacking excluding GST levied by GOI & GOM in all respects etc. complete. 25 mm dia single ball air valve PN 1 |
| 37 | Item no 5-Providing and supplying ISI standard CI flanged/ S& S specials excluding GST levied by GIO & GOM in all railway fright, insurance, unloading from railway wagon, loading to truck transport to stores/ site, unloading stacking etc complete as directed as directed by Engineer-in-charge.CID/F Tee for Air Valve (100 x 80 mm) a) D/F Specials (80 to 300 mm dia.) |
| 38 | Item no 6-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. Lift - 0.00 To 1.50 M |
| 39 | Item ni 7 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift-0.00 Το 1.50 M |
| 40 | Item no 8 Filling in plinth And flowers murram Bedding in ternches with approved murom from excvated materials fromfoundation 15 cm to20 cm layers inculeding watering and compaction etc. MURRUM BEDDING |
| 41 | Item no 9 A Lowering, laying and jointing with PVC pipes and specials of following class and diameter including cost ofconveyance from stores to site of works including cost of all labour, material except cement solvent, ruber ring, giving satsifactory hydraulic testing as per IS code, etc. complete. (With cement solvent joint/ring if joint) Working pressure 6 and10 Kg/Sq.cm. 90 mm PVC Pipes-6Kg/Sqm. J- |
| 42 | Item no 9 B Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length, including cutting placing end cap making arrangement for filling safe water using reciprocating tupe pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour. operation charges, etc, required for testing. The rate under thisitem shall also include cost of retesting, if necessary and reinstating to original position. 90 mm PVC Pipes-6Kg/Sqm. |
| 43 | Item no 10 A Lowering, laying and jointing ISI mark G.I.pipe of following class and diameter including all local and central taxes, octroi, inspection Charges, transportation to stosre, etc. complete .80 mm dia. Class-Medium Pipes. For Nalla |
| 44 | Item no 10 B Hysiraulic testing of G.1 pipe line to specified pressure including cost of all materials and labour and water for testing for specified length, including cutting placing end cap making arrangement for filing safe water using reciprocating tupe pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position... 80 mm dia.Class-Medium Pipes. For Nalla |
| 45 | Item no 11 Lowering, laying and jointing in position following C.1. 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. (Rate for all class of valves) A) 80 mm dia. CIDF.Sluice Valve / NRV Valve |
| 46 | Item no 12 Providing and faxing in position air valve shaft including providing and fixing Gl mediam class of 6 mm thick MS pipe shaft 2.70 m long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve lee including incasing of vertical shaft in PCC M-150 as shown in type desine together with providing and making flanged joints wherever required and fixing of air valve over the shaft in excluding cost of air valve and branched air valve tee etc complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached) foundation on murum and harder strata.A) Foundation in murum and harder strata Upto 150 mm dia. |
| 47 | Item no 13 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding. excluding excavatin, B.B. masonry in C.M. 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note: wall thickness: 0.23 m for depth of 0.9 m and 0.35 m for balance depth exceeding 1.2 m) 60 x 45 cm size and depth of 0.90 m with precast RCC slab Cover |
| 48 | Item no 14 Refiling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete. |
| 49 | Item no 15 Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/granite/quartzite/gneiss metal for incasing of PVC pipe in cement concrete road including dewatering form work, compacting and curing, finishing etc. complete.Cernent Concrete for Encasing of PVC pipe |
| 50 | ITEM NO 1 Designing (aesthetically), & 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 meters center to center 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 of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and joining of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories which accessories such as M.S. ladder, C.1. manhole frame and covers water level indicators, lightening conductor, G.I. pipe ralling around walk way and top slab, providing spiral stair case form ground level to roof level, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three costs of cement paint to the structure including roof slab and giving satisfactory water tightness test as per 1.5, co Notes. 1. The design of the structure be in accordance with relevent (15.3370-1965 or revised)2. The design shall satisfy the stipulation as per IS 1893-1984 and 15.-13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks. 3. For design having more than 6 columns, Providing of internal bracing is obligatory... External bracking is also obligatory, 4. The entire structure shall be in M-300 mix only 5. Plain round mäd steel bars grade -1 confirming to 1.5.432 Part-4 or high yield strengh deformed bars confirming to 15. 1786 or 1.5. 1139 shall be used, grade-ll mid steel bars will not be allowed. 6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level. 7. These rates include providing, M.S. ladder for E.S.R\"s upto 2 lakhs iters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity. 8. Stagging shall have to be designed with stresses of M- 200 for ESR. However all RCC construction should be done in M-300.structure in contact with water shall be designed and casted in M-300, 9. These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per sito condition. 10. All condition given in the Member Secretary\"s Circular No.MJP/TS-1/350/1668 dt. 2.8.97 and MJP/S- 1/350/2127 στ. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below. 11.. 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. satisfactory hydraulic testing for water tightness is given and till that work shall be treated as incomplete. |
| 51 | ITEM NO 2 Providing and supplying ISI standard Cl double flanged pipes including all taxes (Central and local) railway fight, insurance, unloading from railway wagon, loading to truck transport to stores/site, unloading stacking etc. complete as directed by Engineer-in-charge.) 80 mm dia (For Inlet & Overflow) |
| 52 | ii)100 mm dia (For Outlet) |
| 53 | ITEM NO 3 Providing and supplying ISI standard CI flanged/ S& S specials excluding GST levied by GIO & GOM in all railway fright, insurance, unloading from railway wagon, loading to truck transport to stores/ site, unloading stacking etc complete as directed as directed by Engineer-in-charge.D/F Specials 80 to 300 mm dia... |
| 54 | ITEM NO 4 Providing, double flanged Sluice Valves conforming to IS-14846 including worm gear arranegments as per test pressure, stainless steel spindle, caps including inspection charges, transportation up to departmental store, unloading stacking excluding GST levied by GOI & GOM in all respect etc, complete.Sluice valves Without bypass arrangement PN-1 ) 100 mm dia |
| 55 | ii) 80 mm dia |
| 56 | SUBWORK NO 9 Interconnection to EX SYSTEM 90 mm PVC 4 kg/cm2 L 50 M ITEM NO 1 Providing and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of couplers, as per IS specification No. 4985/1988 including all local central taxes, transportation fright charges, inspection charges, loading, unloading, conveyance to the departmental stores/site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc. complete. 90 mm dia.PVC.4.Kg/Cm2.Pipes. |
| 57 | Add 5%PVC Specials |
| 58 | ITEM NO 2 Providing, double flanged Sluice Valves conforming to IS-14846 including worm gear arranegments as per test pressure, stainless steel spindle, caps including inspection charges transportation up to departmental store unloading stacking excluding GST levied by GOI & GOM in all respect etc. complete. Sluice valves Without bypass arrangement- PN-180 mm dia. Sluice Valves |
| 59 | ITEM NO 3 Excavation for foundation/pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. |
| 60 | ITEM NO 4 Excavation for foundation/pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 m |
| 61 | ITEM NO 5 Excavation for foundation / pipe trenches in hard murum and Boulder W.B.M road including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge. normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 m |
| 62 | ITEM NO 6 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction etc. murum bedding |
| 63 | ITEM NO 7A Lowering, laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, ruber ring, giving satsifactory hydraulic testing as per IS code, etc. complete. (With cement solvent joint/ring if joint) Working pressure 6 and 90 mm dia.PVC.4.Kg/Cm2.Pipes.10 Kg/Sq.cm. |
| 64 | ITEM NO 7B Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length, including cutting, placing end cap making arrangement for filling safe water using reciprocating tupe pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 90 nim dia. PVC.4.Kg/Cm2. Pipes. |
| 65 | ITEM NO 8 lowering and laying jointing in position following CIDF reflux valves buttervalves and sluice valve including cost of all labour jointing materials including nut bolts and giving satisfactory hydraulic testing.80 mm dia CIDF sluice valve |
| 66 | ITEM NO 9 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding. excluding excavatin, B.B. masonry in C.M. 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note: wall thickness: 0.23 m for depth of 0.9 m and 0.35 m for balance depth exceeding 1.2 m)60 x 45 cm size and depth of 0.90 m with precast RCC slab Cover |
| 67 | ITEM NO 10 Refiling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete. |
| 68 | ITEM NO 11 Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area. dewatering and restarting the water supply, etc. complete as directed by Engineer-in charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.)100 mm |
| 69 | subwork no 10- ESTIMATE FOR TRIAL RUNCommissioning running and maintaining the scheme to quantites, 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 3 months 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. A) For single village ( Three Months) Note:- Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. |
