Construction of Piped Water Supply Scheme at Taki Pathar Ashramshala TAL Shahapur DIST.THANE

Subwork No :1 R.C.C. Well (6 m Diameter X 12 m Depth) Item No. 1 Excavation in general in soft materialcomprising of soft soil, soft murum,sand, hard murum with boulders in wetor dry condition for Head Works i.e.Intake Well, Connecting Pipe, Jack Well,Pump House, Supply Well, etc. for lift 0 to1.5M and lead of 150 M includingbarricading, guarding, disposing offsurplus excavated stuff within a radius of0.5 km. as directed by Engineer-in-charge,etc.􀀃complete􀀃excluding􀀃refilling 0 - 1.5 m

Item No. 2 Excavation in general in hard materialcomprising of soft rock, hard rock,Manjara rock, etc. by blasting /controlled blasting, chiselling as requiredin wet or dry condition for Head Works i.e.Intake Well, Connecting Pipe, Jack Well,Pump House, Supply Well, etc. for lift 0 to1.5 M and lead of 150 M includingbarricading, guarding, disposing off surplusexcavated stuff within a radius of 0.5 km. asdirected by Engineer-in-charge, excluding 6 - 7.5 m

Item No. 3 Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation etc. complete.

Item No. 4 Providing & costing in constructing in situ. C.C of trap graniteR.C.C. M-250grade chajjas/ paropels/ qurtain boalls/ partition wall / pardies etc 1) R.C.C. M-250 for beam .

2) R.C.C. M-250 for vertical wall below GL

Item No. 5 Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes etc complete. Tor steel

Item No. 6 Dewatering the excavatyed trenches and pools of water by using pumps and other devices etc complete.

Item No. 7 Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete.

Subwork No :2 Pumping Machinery. 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 with each pump. Submersible Pump 150 mm dia (with Bronze / Stainless steel(CF8M) Impeller) up to 15 stages Submersible Pump 150 mm dia (with Bronze / Stainless steel(CF8M) Impeller) up to 15 stages 22.50 BHP PUMP SET

Item No. 2 Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.

Item No. 3 Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.

Item No. 4 Providing , installing & commissioning main control pannel board including V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. (Market rate)

Item No. 5 Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. Pressure gauge (100 mm dia)

Item No. 6 Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) Supplying and erecting, XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Four core, solid / stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner. 4 Core 16 sq mm

Item No. 7 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP

Item No. 8 MSEB Provision

Subwork No :- 3 Switch Room I.NO.1 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 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

I.NO.2 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.

I.NO 3. Providing and laying in situ cement concrete M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000

I.NO. 4 Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete.

I.NO. 5 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork,compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000

I.NO.6 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.

I.NO.7 Providing Bricks masonry in cement mortar 1:6 using Iind class Clay bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete.

I.NO.8 Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metal as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural complete, with fully automatic micro processor based PLC with steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch SCADA enabled reversible Drum Type mixer/ For R.C.C. columns Footing

For R.C.C. columns

For R.C.C. Beam & Lintel

For R.C.C. Chajja

I.NO. 9 Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand

I.NO.10 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.Spec. No.: Bd.L.7 Page No. 369

I.NO.11 Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368

I.NO.12 Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete.

I.NO.13 Providing and fixing solid core flush door shutter commercial in single leaf 30 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges and cromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500

I.NO.14 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain /obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.)

I.NO. 15 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, 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 complete.

I.NO.16 Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete.

I.NO.17 Providing and applying white-wash in two coats on old/ new plas•tered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete.

I.NO.18 Providing & applying washable oil- bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete.

I.NO.19 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, excluding primer coat cleaning and preparing the surface, watering for two days compl

Subwork No 4 :- Rising main I.NO. 1 Excavation for foundation/pipe trenches in earth,soil of all types,sand,gravel and soft murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. (Bd-A1/259)

I.NO. 2 Excavation for foundation/pipe trenches in hard murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete.

I.NO. 3 Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation, asphalt road including removing the excavated material with all lead and lifts, stacking and spreading as directed by engineer in charge, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete.

I.NO. 4 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.

I.NO. 5 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.

I.NO. 6 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 DIA GI C Class

I.NO. 7 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 verticalposition,􀀃as􀀃directed􀀃by􀀃Engineer-in-charge.

I.NO. 8 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.

I.NO. 9 Providing and supplying Air valve as per IS 14845-2000 and MJP Std Specification of approved make and quality of following dia including all statutary duties and taxes such as GST levied by Gol and GoM in all respect , rly frieght inspection charges unloading from rly wagon loading in to truck, transportatin upto Dept store/ site unloading and stacking etc complete

I.NO. 10 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class 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. etc. complete as per type design and as directed by Engineer- in-charge for following diameters of pipe lines (type design attached.)

I.NO. 11 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all statutary duties and taxes such as GST levied by Gol and GoM in all respect , transportation etc complete. a) sluice valve PN-1.6 100MM DIA

I.NO. 12 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984)

I.NO. 13 Lowering laying and jointing in position following class and dia. C.I. Reflux valves, butterfly valves and sluice valve including cost of all labour jointing material including nutbolt and giving satisfactory hydraulic testing etc. complete. a) sluice valve PN-1.6 80MM DIA

b ) Sluice valve PN-1.6 80MM DIA

c) Non Return valve PN-1.6 80MM DIA

I.NO. 14 Providing & constructing B.B.Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB Masonry in CM 1:5 proportion precast RCC Frame and cover etc. complete as directed by engineer in charge( Note wall thickness 0.23 mtrs for depth of 1.20 m and 0.35 for balance depth exceeding 1.2m (a) As above of 0.90mx0.60m internal size and depth upto 1.20 M with precast RCC frame and cover.

I.NO. 15 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.

I.NO. 16 Hydraulic testing of GI 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..

Subwork No :- 5 RCC SERVICE RESERVOIR I.NO.1 Designing and constructing R.C.C Elevated service reservoir of following capacity with RCC staging consisting of columns, internal and external bracings,spaced vertically not more than 4.5 m c/c including excavation in all types of strata foundation concrete cement concrete with waterproofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges including lowering, laying, errrecting, oisting and jointing of pipe assembly of inlet,outlet,washout,overflow and byepass arrangement as per departmental design providing and fixing accessories such as M.S.ladder, C.I.manhole frame and cover water level indicators, Lightening conductors G.I.pipe railing around walkway and top slab, providing spiral staircase from ground level to roof level,B.B.masonry chambers for allFor increase/Decrease in Stagging Ht. 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. MJP D.S.R.2021-22-SECTION-K : (II) RCC ESR's-I.NO. 1 P.NO.214 Staging Ht. Proposed 12M

I.NO.2 Providing ISI mark GI. pipe of following class and dia. including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS- 1239/2004.

I.NO.3 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.

Subwork NO -6: DISTRIBUTION SYSTEM I.NO.1 Excavation for foundation/pipe trenches in earth,soil of all types,sand,gravel and soft murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete.

I.NO.2 Excavation for foundation/pipe trenches in hard murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete.

I.NO.3 Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation, asphalt road including removing the excavated material with all lead and lifts, stacking and spreading as directed by engineer in charge, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete.

I.NO.4 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.

I.NO.5 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.

I.NO.6 Providing and supplying in standard lengths ISI mark rigid unplasticised HDPE pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, transportation, freight 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 (selffit type to be jointed with cement solvent). 63 mm dia 8 kg/cm2

75 mm dia 8 kg/cm2

I.NO.7 Lowering, laying and jointing with HDPE 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, rubber ring, etc. complete (with cement solvent joint / ring fit joint). 63 mm dia 8 kg/cm2

75 mm dia 8 kg/cm2

I.NO.8 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.

I.NO.9 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all statutary duties and taxes such as GST levied by Gol and GoM in all respect , transportation etc complete. a) sluice valve PN-1 50 mm dia

b) sluice valve PN-1 65 mm dia

I.NO.1 0Lowering laying and jointing in position following class and dia. C.I. Reflux valves, butterfly valves and sluice valve including cost of all labour jointing material including nutbolt and giving satisfactory hydraulic testing etc. complete. a) sluice valve PN-1 50 mm dia

b) sluice valve PN-1 65 mm dia

I.NO.11 Providing & constructing B.B.Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB Masonry in CM 1:5 proportion precast RCC Frame and cover etc. complete as directed by engineer in charge( Note wall thickness 0.23 mtrs for depth of 1.20 m and 0.35 for balance depth exceeding 1.2m (a) As above of 0.90mx0.60m internal size and depth upto 1.20 M with precast RCC frame and cover.

I.NO.12 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.

I.NO.13 Hydraulic testing of HDPE 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. 63 mm dia 8 kg/cm2

75 mm dia 8 kg/cm2

I.NO.14 Providing and making UPVC/MDPE pipe consumer 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 inB)Household Connection without water meter (With Integrated Saddle & compression Specials) For HDPE/PVC pipe (With Road Crossing) For 15 mm Service connection

(Without Road Crossing) For 15 mm Service connection

Sub Work No 7:- Pressure Filter 5Cum/hour

Sub Work No 8: Trial Run Commisioning 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. Note. : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Depertment. For Single Village Scheme 3 Months

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