Rural Development Department Tender

SUBWORK NO 2- PERCOLATION WELL ITEM NO. 1-Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling.(1) Lift 10.5m to 12.00 m

(2) Lift 12.00 to 13.50 m

(3) Lift 13.50 to 15.00 m

ITEM NO. 2-Dewatering the excavated trenches and pools of water in the building trencehs/ pipeline trencehes, 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, fule) etc. complete.

SUBWORK NO 3- PERCOLATION WELL ITEM NO. 1-Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling.(1) Lift 12.00 to 13.50 m

(2) Lift 13.50 to 15.00 m

ITEM NO. 2-Dewatering the excavated trenches and pools of water in the building trencehs/ pipeline trencehes, 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, fule) etc. complete.

SUBWORK NO 4- PUMPING MACHINERY (PURE WATER) Item No.1:- Providing, erecting and giving test of submersible 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 steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable 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 Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages On Prop. Jack Well - Discharge / Q = 3.7 Lps, Head -59m & HP = 5 BHP

Item No.2 :-Supplying & erecting automatic control panel for 3 Ph, 415 volt, a.c. Submersible/centrifugal pump set upto 7.5 HP consisting of Star Delta starter having relay range 13-21Amp,S.P.P., Combined ammeter/ 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. including DOL starter

Item No.3 :- Providing, erecting, jointing and commissioning Heavy duty, G.I. Pipe for pump suction/delivery as per detailed specification attached. a) Material 80 mm dia. Pipe

b) Labour 80 mm dia. Pipe

Item No.4:- Supplying and erecting "B" class G.I. Bend in position with necessary material Bend- 80 mm dia

Item No.5 :- Providing, erecting, jointing and commissioning CI D/F Sluice valve PN 1.60 rating as per detailed specification attached.a) Material (PN - 1.0 Without by pass arrangement)80 mm dia CI D/F SLUICE VALVE

b) Labour - (PN - 1.0 Without by pass arrangement)80 mm dia CI D/F SLUICE VALVE

Item No.6 :- Providing, erecting, jointing and commissioning CI D/F Reflux valve PN 1.0 rating as per detailed specification attached.a) Material (Without by pass arrangement)80 mm dia CI D/F REFLUX VALVE

b) Labour - (Without by pass arrangement)80 mm dia CI D/F REFLUX VALVE

Item No.7:- Providing & erecting MS pipe & specials with 1coat of primer &enimal paint 65mm Dia

Item No.8:- Providing & erecting MS flanges for pipe 65mm Dia

Item No.9:-Providing and making joint with rubber ring and nut bolts for 80mm dia 65mm Dia

Item No.10:- Providing & erecting pressure gaguge Glyserine filled 100mm dia

Item No.11 :- Providing Plate type earthing complete with all materials as per specification no. EA-EP

Item No. 12:- Supplying and erecting plywood 12 mm thick fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners supports, nuts bolts etc. complete.

Item No.13 :- Providing, erecting triple spur gear type Chain Pulley Block with traversing trolly 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. --- do --- etc. complete. ( 2 Tonne Capacity)

Item No.14 :-Supplying and erecting flat flexible 3 core 2.5 sq mm PVC sheathed submersible copper cable suitably clamped at fixed intervals with column pipe assembly complete.

Item No.14 :-Providing and erecting & commissioning of 2 Tone Capacity chain Pully black with traversing trolly

Item No.15 :- Providing & erecting epoxy straight through joint outdoor/indoor for LT XLPE armoured cable 2.5 to 16 sq. mm. cable, with necessary material as per specification no. CB-JT/LT

Item No.16 :- Lighting for pump house

Item No.17:- Providing and erecting kinetic double orific air valve confirming is 1485

SUBWORK NO 5-PUMPING MACHINERY (PURE WATER) Item No.1:- Providing, erecting and giving test of submersible 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 steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable 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 Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages On Prop. Jack Well - Discharge / Q = 4.70 Lps, Head -35.m & HP = 5 BHP

Item No.2 :-Supplying & erecting automatic control panel for 3 Ph, 415 volt, a.c. Submersible/centrifugal pump set upto 7.5 HP consisting of Star Delta starter having relay range 13-21Amp,S.P.P., Combined ammeter/ 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. including DOL starter

Item No.3 :- Providing, erecting, jointing and commissioning Heavy duty, G.I. Pipe for pump suction/delivery as per detailed specification attached. a) Material 80 mm dia. Pipe

b) Labour 80 mm dia. Pipe

Item No.4:- Supplying and erecting "B" class G.I. Bend in position with necessary material Bend- 80 mm dia

Item No.5 :- Providing, erecting, jointing and commissioning CI D/F Sluice valve PN 1.60 rating as per detailed specification attached.a) Material (PN - 1.0 Without by pass arrangement)80 mm dia CI D/F SLUICE VALVE

b) Labour - (PN - 1.0 Without by pass arrangement)80 mm dia CI D/F SLUICE VALVE

Item No.6 :- Providing, erecting, jointing and commissioning CI D/F Reflux valve PN 1.0 rating as per detailed specification attached.a) Material (Without by pass arrangement)80 mm dia CI D/F REFLUX VALVE

b) Labour - (Without by pass arrangement)80 mm dia CI D/F REFLUX VALVE

Item No.7:- Providing & erecting MS pipe & specials with 1coat of primer &enimal paint 65mm Dia

Item No.8:- Providing & erecting MS flanges for pipe 65mm Dia

Item No.9:-Providing and making joint with rubber ring and nut bolts for 80mm dia 65mm Dia

Item No.10:- Providing & erecting pressure gaguge Glyserine filled 100mm dia

Item No.11 :- Providing Plate type earthing complete with all materials as per specification no. EA-EP

Item No.13 :- Providing, erecting triple spur gear type Chain Pulley Block with traversing trolly 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. --- do --- etc. complete. ( 2 Tonne Capacity)

Item No.14 :-Supplying and erecting flat flexible 3 core 2.5 sq mm PVC sheathed submersible copper cable suitably clamped at fixed intervals with column pipe assembly complete.

Item No.14 :-Providing and erecting XLPE PVC Insulted armoud cable 1100 Volt grade with IS MR 4 core 16 sqmm standard aluminium condoutor cable

Item No.15 :- Providing & erecting epoxy straight through joint outdoor/indoor for LT XLPE armoured cable 2.5 to 16 sq. mm. cable, with necessary material as per specification no. CB-JT/LT

Item No.16 :- Lighting for pump house

Item No.17:- Providing and erecting kinetic double orific air valve confirming is 1485

SUBWORK NO 6- PURE WATER RISING MAIN Item No.1 :- Excavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50 M and lift upto 1.5 M, stacking and spreading as directed. Dewatering, showring and strutting, preparing the bed for the foundation etc. complete.

Item No.2 :- Excavation for foundation / pipe trenches inhard murum including removing the excavated material upto a distance 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. (Bd-A-2/259)

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 upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)

Item No4:- Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259)

Item No 5:- Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259)

Item No.6 :- Providing murum bedding in trenches with approved murum from excavated materials from fiundations / trenches in 15 to 20 cm layers including watering and compaction, etc. complete.

Item No.7 :Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical 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.110 mm dia. PVCO PN 12.5EXT Well Gaothan @ PRO ESR Gaothan

110 mm dia. PVCO PN 12.5 EXT Well Zurangewadi @ PRO ESR Zurangewadi

140 mm dia. HDPE 6kg/sqcm EXT Well Dubewdi @ PRO ESR Dubewdi

Item No.8 :- Providing at site of work HDPE Specials suitable for as mentioned above pipes as per relevant IS specifications including all taxes, freight charges, octori, loading, unloading, transportation upto the site of work, guarding till hydraulic test is given and line is commisioned etc. complete.

Item No.9 :-Lowering, Laying and Jointing PVCO/ 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 hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 110 mm dia. PVCO PN 12.5 For Gaothan & Zurangewasti ESR

140 mm dia. HDPE 6kg/sqcm EXT Well Dubewdi @ PRO ESR Dubewdi

Item No.10 :-Hydraulic testing of H. D. P. E./ M. D. P. E. 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 type 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..110 mm dia. PVCO PN 12.5

140 mm dia. HDPE 6kg/sqcm EXT Well Dubewdi @ PRO ESR Dubewdi

Item No.11 :- Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.100 MM GI MD PIPE

125 mm GI MD Pipe

Item No.12 :- Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.100 MM GI MD PIPE

125 mm GI MD Pipe

Item No.13 :-Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.

125 mm GI MD Pipe

Item No.14 :- Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.a) Material PN-1.0 with out by pass 100 mm dia CI D/F SLUICE VALVE

125 mm dia CI D/F SLUICE VALVE

b) Labour PN-1.0 with out by pass 100 mm dia CI D/F SLUICE VALVE

125 mm dia CI D/F SLUICE VALVE

Item No.15:-Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications 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. (40mm dia)

Item No.16 :- Providing and fixing in position suitable air valve shaft assembly for each air valve, including providind and fixing GI Medium duty or 6 mm thick M.S. 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 encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. giving satisfactory hydraullic test etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines. (as per type design attached).Upto 150 mm diameter of pipe line

Item No.17 :- Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.[As above of 90 x 45 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.]

Item No.18 :- Providing and laying in situ Cement Concrete M-150 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.

Item No.19 :- Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)

Item No.20 :- Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988 a) Material RCC PIPE Collar Joint 300MM DIA

b) Labour RCC PIPE Collar Joint 300MM DIA

Item No.21 :- Providing & fixing in position steel bar reinforcement of various dia for RCC piles caps footing foundaton, slabs, beams, columns conopies, staircases, newels chajjas lintel pardies, coping fins, arches etc. as per detailed designs, drawings, and schedule, including cutting, bending, hooking the bars, binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire).

Item No.22 :- Refilling 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.23 :-Refilling 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. (extra material available)

Item No.24 :- Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)

Item No.25 :- Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.

Item No.26 :- Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)a) Material PN-1.0 with out by pass 100 mm dia CI D/F REFLUX VALVE

125 mm dia CI D/F REFLUX VALVE

100 mm dia CI D/F REFLUX VALVE

b) Labour PN-1.0 with out by pass 125 mm dia CI D/F REFLUX VALVE

SUBWORK NO 8-RCC ESR Item 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 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum 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 lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass 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 stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and antitermite 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 the reservoir as per the directions of Engineer-in-Charge. 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 stretch at shallow depth, extra provision of dewatering shall be made as per site condition 10. All conditions 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. roof, B.B. masnary chambers for all valves, domed ventilating shafts etc. including giving satisfactory water tightness test and including top- roof surfaces etc. complete as per designed data, criteria, obligatory requirements as per detailed specifications. The job include painting the name of the scheme and capacity of the reservoir.1.The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)2. The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.3. For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is alsoobligatory.4. The entire structure shall be in M-300 mix only.5. Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming 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 ground level.7. These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.8. Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.11. 75% part rate shall be payable for reinforcement concrete 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.12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.13. For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.14. Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.15. The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.16. The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below 12 to 16 M staging - 2% per metre, 16 to 20 M staging - 3% per metre, 20 M and above - 4% per metre, For 17 M staging height, percentage calculation will be like below :12 to 16 M --- 4 x 2 = 8%, 16 & 17 M --- 1 x 3% = 3% Total = 11%, For 21 M staging height, percentage calculation will be like below : 12 to 16 M --- 4 x 2 = 8%, 16 to 20 M --- 4 x 3% = 12%, 20& 21 M --- 1 x 4% = 4% Total = 24% 17. Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).A) RCC ESR Capacity 45000 lit. & staging height @ 10m Gaothan Near Old ESR

B) RCC ESR Capacity 90000 lit. & staging height @ 12m Dubewadi ZP School

C) RCC ESR Capacity 70000 lit. & staging height @ 12m Zurangewasti

Item No.2 :-Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.100mm CI/DF Pipes for ESR pipe( Gaothan ) Inlet & Overflow

125mm CI/DF Pipes for ESR pipe( Dubewadi ) Inlet & Over flow

125mm CI/DF Pipes for ESR pipe( Zurangewasti) Inlet & Over flow

100mm CI/DF Pipes for ESR pipe( Gaothan ) Outlet

125mm CI/DF Pipes for ESR pipe( Dubewadi ) Outlet

125mm CI/DF Pipes for ESR pipe( Zurangewasti) Outlet

Item No.3 :-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. Double flanged specials of all diameters

Item No.4 :- Providing double flanged sluice valves confirming for IS-14846 worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 125 mm C.I.D/F Sluice Valve

100mm C.I.D/F Sluice Valve

SUBWORK NO 9- DISTRIBUTION SYSTEM Item No.1 :- Excavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum, hard murum including removing the excavated material upto a distance of 50 M and lift upto 1.5 M, stacking and spreading as directed. normal dewatering, preparing the bed for the foundation and excluding backfilling, etc. complete.

Item No.2 :- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area 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. (Bd-A-3/259)

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 upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Item No4:-Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259)

Item No.5 :- 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.

Item No.6 :- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical 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.75 mm dia. HDPE 6 kg/cm2 pipe

90 mm dia. HDPE 6 kg/cm2 pipe

110 mm dia. HDPE 6 kg/cm2 pipe

140 mm dia. HDPE 6 kg/cm2 pipe

80 mm dia. GI MD pipe

Item No.7:- Providing and fixing HDPE/ GIMD / PVC pipe specials suitable for above pipe lines as required duting execution of work, including all taxes --- do --- etc. complete.

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 hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 75 mm dia. HDPE 6 kg/cm2 pipe

90 mm dia. HDPE 6 kg/cm2 pipe

110 mm dia. HDPE 6 kg/cm2 pipe

140 mm dia. HDPE 6 kg/cm2 pipe

80 mm dia. GI MD pipe

Item No.9:- Hydraulic testing of H. D. P. E./ M. D. P. E. 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 type 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.. 75 mm dia. HDPE 6 kg/cm2 pipe

90 mm dia. HDPE 6 kg/cm2 pipe

110 mm dia. HDPE 6 kg/cm2 pipe

140 mm dia. HDPE 6 kg/cm2 pipe

80 mm dia. GI MD pipe

Item No.10 :- Providing and fixing as per relevant IS specifications CI D/F sluice valves, suitable types of pressure relief valves etc. of following doa. excluding GST levied by GOI & GOM in all respect, Including transportation upto site of work, unloading, stacking etc. complete.a) Material (PN 1.0) (Without by pass)65 mm dia. Sluice valve

80 mm dia. Sluice valve -

100 mm dia. Sluice valve -

b) Labour - Jointing (PN 1.0) (Without by pass)65 mm dia. Sluice valve

80 mm dia. Sluice valve -

100 mm dia. Sluice valve -

Item No.11:-Providing and making UPVC/MDPE pipeconsumer service connection on Distribution main by drilling hole with suitable means , including all labour, UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in. A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & HDPEpipe. For MDPE/UHDPEPipe Service Connection on Disribution main.For 15 mm Service connection (without Road Crossing)

For 15 mm Service connection (with Road Crossing)

Item No.12 :- Providing and constructing B.B masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportions, precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. (Size 0.60 x 0.45 M x 0.90M)

Item No.13 :- Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavatio in all types of strata and fixing in murum packing, etc. complete. 225 mm x 300 mm (40 kg)

Item No.14 :- Providing and laying in situ Cement Concrete M-150 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.

Item No.15 :- Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)

Item No.16:- Refilling 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 :-Refilling 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. (extra material available)

Item No.18 :- Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)

Item No.19 :- Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988 ( ROAD CROSSING)a) Material RCC PIPE NP-II Collar Joint 300MM DIA

b) Labour RCC PIPE Collar Joint 300MM DIA

Item No.20 :- Providing & fixing in position steel bar reinforcement of various dia for RCC piles caps footing foundaton, slabs, beams, columns conopies, staircases, newels chajjas lintel pardies, coping fins, arches etc. as per detailed designs, drawings, and schedule, including cutting, bending, hooking the bars, binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire).

SUBWORK NO 10- 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.Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. For single Village One month

Item No.2 :- 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. complete.Spec. No. As directed by Engineer in Charge