Rural Development Department Tender

Lift 19.5 to 21.00 m

Item No. 2: Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour fuel) etc. complete.

Item No. 3: Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete. ISMB 250 x 125

Item No. 4: Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.

Item No. 5 :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.

Item No. 6: Taking Inwell bore ( Horizontal bore ) 150 mm dia excavation in hard murum soft rock & 115 mm dia excavation in hard rock etc complete.

Mahadevwadi Subwork no 2 - Drilling Borewell Item No.1:- Drilling of Bore Well. Drilling of 150 mm dia Bore Well. ( G.S.D.A.s rate circular in Marathi dated 31/08/2021) Page No. 1

Item No.2:- Providing & Erecting of Casing Pipe. Providing and Erecting of 180 mm dia PVC, 6 Kg/sq. cm Casing Pipe suitable for 150 mm dia bore well with gorunting as per IS 4985 - 1988. (PVC pipe + gorunting = 848+84=932) ( G.S.D.A.s rate circular in Marathi dated 31/08/2021) Page No. 2

Item No.3:- Giving Yield Test. Giving of Yield testing for successasful bore well. ( G.S.D.A.s rate circular in Marathi dated 31/08/2021) Page No. 1

Item No.4:- Providing & Erecting of Bore Cap. Providing and Erecting of Bore Cap suitable for 180 mm dia PVC Casing pipe. ( G.S.D.A.s rate circular in Marathi dated 31/08/2021) Page No. 2

Subwork no 3- PUMPING MACHINARY [5 HP 1 Nos] @Borewell Item No1:- 150 mm dia Sub pump set.Providing, erecting and giving test of 5 BHP/ upto 12 Stage 150 mm dia Sub pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall 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.

Item No. 2a:- 50 mm dia G.I. pipe. providing and errecting ISI mark, heavy class,50 mm dia G.I. pipe with both end threaded & one end B class socket. (MJP /Civil DSR page no82&83 item no SEC I-(III)1C(vi)&SEC I-(vi)2C(vi)

Item No. 21:- Reflux Valve 50mm dia. providing & errecting in position Reflux Valve 80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification. (MJP /Civil DSR page no 131&135 item no SECXII-1a(i)&4(i)

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 (MJP Mech / DSR page no 8 item no pw1-4)

Item No.4:- Earthing. providing and errecting rod type earthing (electrode of 20mm dia solid G.I. Rod or G.I. 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. (PWD electrical DSR page no 159 / 9-1-4)

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 : 4sq mm (motor to panel board). for 20hp double run (PWD electrical DSR page no 218 / 12-4-9)

Item No.6:- Armoured cable. providing and errecting Aluminium conductor, XLPE / PVC insulated Armoured cable 3.5 or 4core cable size 16 sq mm (PWD electrical DSR page no125 / 7-1-11)

Item No7:- C.I. flanges. providing and errecting ISI mark,75/80 mm dia C.I. flanges with nut ,bolt & washer (PWD electrical DSR page no 244 / 16-6-29)

Item No.8:- bore Ms cap. providing, errecting bore cap. ( G.S.D.A.s rate circular in Marathi dated 31/08/2021) Page No. 1

Item No.9:- Rain Prinventive box. providing , errecting Box type Rain Prinventive box & 16SWG with lock arrangement A( panel box)=1sqmtr (PWD electrical CSR p. no. 112 / 6-1-2)

Item No10:- plywood . providing , errecting plywood 19mm thickness fixed to angle frame with necessary material ( PWD electrical DSR p. no.112 / 6-1-14)

Item No. 11:- Angle frame. providing , errecting & fabrication of angle frame for panel support ( PWD electrical CSR p. no. 113 / 6-1-19)

Item No. 12:- Fuse bridge. providing , errecting H C pattern porcelain fuse bridge with base and H C fuse links 415/ 500 volt, 63Amp.capacity ( PWD electrical DSR p. no107 / 5-10-3) )

Item No. 13:- Triple Pole Switch. providing , errecting triple pole iron clad /metal clad switch & fuse32Amp 415/500 volt. ( PWD electrical/DSR p. no. 89 item no. 5-1-6 )

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. ( PWD/DSR p. no.115 item no6-3-8 )

Item No. 16:- Ammeter. providing & errecting analog type moving iron Ammeter for AC current o to 30 Amp, direct range, 500 volt, 50 c/s flash type. ( PWD/DSR p. no. 115 item no.6-3-7 )

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. ( PWD/DSR p. no. 119 item no.6-5-5 )

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. (MJP Mech. CSR 2022-23 page no17 /cp-1)

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 (MJP Mech. CSR 2022-23 page no 18 / LG1-1)

Subwork no 3- PUMPING MACHINARY [10 HP 2 Nos] @ PWS Well Item No1:- 200 mm dia Sub pump set.Providing, erecting and giving test of 10 BHP/ upto 6 Stage 200 mm dia Sub pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall 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 = 15230 lph, H = 75 M

Item No. 2a:- 80 mm dia G.I. pipe. providing and errecting ISI mark, heavy class,80 mm dia G.I. pipe with both end threaded & one end B class socket.

Item No. 2b :-M.S.Special. providing and errecting M.S.Special for various diameter of pipe

Item No. 3a:- 75/80 mm dia G.I. Bend.providing and errecting ISI mark, B class, 50mm dia G.I. Bend with B class socket

Item No. 3b:- 75/80 mm dia G.I. Tee providing and errecting ISI mark, B class, 50mm dia G.I. Tee with B class socket

Item No.4:- Earthing. providing and errecting rod type earthing (electrode of 20mm dia solid G.I. Rod or G.I. 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.

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

Item No.6:- Armoured cable. providing and errecting Aluminium conductor, XLPE / PVC insulated Armoured cable 3.5 or 4core cable size 16 sq mm

Item No7:- C.I. flanges. providing and errecting ISI mark,100 mm dia C.I. flanges with nut ,bolt & washer

Item No.8:- Channel frame. providing, errecting Channel frame

Item No.9:- Rain Prinventive box. providing , errecting Box type Rain Prinventive box size=1.5X1X0.35 & 16SWG with lock arrangement A( panel box)=5sqmtr

Item No10:- plywood . providing , errecting plywood 19mm thickness fixed to angle frame with necessary material

Item No. 11:- Angle frame. providing , errecting & fabrication of angle frame for panel support

Item No. 12:- Fuse bridge. providing , errecting H C pattern porcelain fuse bridge with base and H C fuse links 415/ 500 volt, 100 Amp.capacity

Item No. 13:- Triple Pole Switch. providing , errecting triple pole iron clad /metal clad switch & fuse 63 Amp 415/500 volt.

Item No. 14:- Change over Switch. providing , errectingChange over Switch. clad /metal clad four pole 63 Amp 415/500 volt.

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.

Item No. 16:- Ammeter. providing & errecting analog type moving iron Ammeter for AC current o to 30 Amp, direct range, 500 volt, 50 c/s flash type.

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.

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.

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 ( 7.5 to 12.5 hp) capacity

Item No.20:- Sluice Valve 100 mm dia. providing & errecting in position Sluice Valve-80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification.

Item No. 21:- Reflux Valve 100mm dia. providing & errecting in position Reflux Valve 80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification.

Item No. 22:- MS bareels for chain pully Providing 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)

Item No. 23:- Chain pully block of 1 Ton Providing, 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.

Sub work No.5 :- Rising Main ( 90 mm. PVC 6 kg/cm2.L = 890 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.6 Kg/Cm2.Pipes.

ADD 5% for PVC Specials (Note: Payment will be made as per actual consumption as per approved price list)

Item no 2 - Providing ISI mark G.I.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

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 A) 80 mm dia.CIDF.Sluice Valve

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

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.)

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

Item No. 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 To 1.50 M

Item No. 8 :- 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 - 0.00 To 1.50 M

Item No. 9 :- 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

ITEM NO 10 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 10 Kg/Sq.cm. 90 mm dia.PVC.6.Kg/Cm2.Pipes.

ITEM NO 11 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 mm dia.PVC.6.Kg/Cm2.Pipes.

Item no 12 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

Item no 12 B Hydraulic testing of G.I 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.. 80 mm dia.Class-Medium Pipes. For Nalla

Item No. 13- Lowering, laying and jointing in position following C.I. 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.for CIDF/Non Return Valve & Sluice Valve

Item no 14 - Providing and fixing in position air valve shaft including providing and fixing GI 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 tee 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.

Item No. 15 :- 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

Item No. 16 :- 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.

Item no 17 - Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite / gneiss metal for incasing of HDPE pipe in cement concrete road including dewatering form work, compacting and curing. finishing etc. complete .

SUBWORK NO 6 RCC ESR 28000 LITRS 12 M STAGING 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.I. manhole frame and covers water level indicators, lightening conductor, G.I. pipe railing 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 I.S. co Notes. 1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised) 2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 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 mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild 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 liters 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 site condition. 10. All condition given in the Member Secretary"s Circular No.MJP/TS-I/350/1668 dt. 2.8.97 and MJP/S-I/350/2127 dt. 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. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treated as incomplete.

ITEM NO 2 Providing and supplying ISI standard CI 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.i) 80 mm dia (For Inlet& Overflow)

iI)100 mm dia (For Outlet)

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..

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 i} 80 mm dia

ii) 100 mm dia

Sub work No.7 :- Interconnection ( 90 mm. PVC 6 kg/cm2.L = 50 m), Interconnection 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.6 Kg/Cm2.Pipes.

90 mm dia.PVC.4 Kg/Cm2.Pipes.

ADD 5% for PVC Specials (Note: Payment will be made as per actual consumption as per approved price list)

Item No. 2 :- 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

Item No. 3 :- 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 To 1.50 M

Item No. 4 :- 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 - 0.00 To 1.50 M

Item No. 5 :- 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

ITEM NO 6- 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 10 Kg/Sq.cm. 90 mm dia.PVC.6.Kg/Cm2.Pipes.

90 mm dia.PVC.4.Kg/Cm2.Pipes.

ITEM NO 7 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 mm dia.PVC.6.Kg/Cm2.Pipes.

90 mm dia.PVC.4.Kg/Cm2.Pipes.

Item No. 8 :- 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.

ITEM NO 9- 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.) 80 mm

subwork no 8- TRIAL RUN Commissioning 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.

GST.18%