UJAD KARJANE WATER SUPPLY SCHEME TAL CHOPDA DIST JALGAON

Tube Well Item.No.1 :-Transportation charges for drilling machinery from one site to another site, necessary expenditure for making approach road etc. included in this job ……etc complete

Item.No.2:-Drilling of 150 to 300mm diameter naked tube wells perfectly vertical in all strata at ground levels including machinery fuel,oil,bentanite,clay etc. depth of tube wells shown in the schedule is tentative and well be finalised as per detailed certificate of G.S.D.A.

Item.No.3 -Providing ERW casing pipe 5-6 mm thick as per casing policy including cost of labour etc comp.as directed by GSDA PVC Pipe Casing 180 mm dia

Sloted PVC Casing 180 mm dia.

Item.No.4 :- Supplying and transporting and placing gravel packing of size 3/8" to 1/2" only including stacking , sorting washing and placing gravel 3/4 to1/2 inch only

Item.No.5 :- Development of tube wells by suitable air compressor of 600 cfm/100 PSI cap at site for period of at least 36 hours by high velocity, jeting and back washing etc complete

Item.No.6 :- Supplying and fitting suitable Bellplug of 200 mm dia.at bottom of casing pipe…..etc complete

Item.No.7 :- Supplying and fitting MS heavy duty clamps …..etc complete

Item.No.8 :- Providing and fixing two wooden sleeper 300mm x150 mm x1000 mm of jungle wood for supporting clamp.

Item.No.9:-Cleaning the site, refilling by excavated material and levelling as directed after completion of work.

Item.No.9:- Carrying out yield testing by Air lift method and 900 notch method for 3 hours and giving certificate mentioning the drawdown levels

Item.No.11 :- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC M-100 work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.

Switch Room Item 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 distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation etc complete.

Item No.-2 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

Item No.-3 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.

Item No.-4a 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,plywood form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)

Item No.-4b Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )

Item No.-4c Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, ,plywood form work,bully/steel prop ups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)RCC M 200 Beams, Lintels

Item No.-4d Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)RCC M 200Slabs

Item No.-5 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.

Item No.-6 Providing Bricks masonry in cement mortar 1:6 using Second class burnt bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete.For Plinth

For Superstructure

Item No.-7 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)

Item No.-8 Providing rough cast cement plaster externally in two coats to concrete,brick or stone masonry surfaces inall positions with base coat of 12to15mm thick in C.M.1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete. Bd.L.8 Page Number 370

Item No.-9 Providing internal cement plaster 20mm. thick in single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368

Item No.-10 Providing and fixing solid core flush door commercial in single leaf 35mm thick without ventilator commercial type of exterior grade as per detailed drawing including non teak seasoned wood door frame 60mm x 100mm with wrought iron hold fast, on both sides and finishing with oil paint three coats complete. As directed by Engineer in charge. a) With Aluminum oxidized f

ixtures & fastening

Item No.-11 Providing and fixing steel window of various sizes as per detailed drawings fabricated from IS standard sections without hot dip zinc coating without / with ventilator including fabrication, glazing with non-acentinic / plain / obscured glass panels of approved type and quality, all fixtures and fastening without teak wood boxing, and architraves and finishing with one coat of primer complete with guard bars 12mm square bar 10cm center to center.Bd.T.53 Page No.509.

Item No.-12 Providing and laying polished Shahabad Stone flooring 25mm to 30mm thick and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning complete. Spec. No. : Bd.M.3 Page No. 380

Pumping Machinary Item No. 1:- Providing erecting and giving test of submersible pump set confirming to IS. 8034 and motor confirming to I.S. 9283 with water proof binding pump shall be suitable for various delivery head and discharge with stainless steel shaft motor suitable for working on 415 10% 3 ph 50 Hz A.C. supply with cable gurad thrust carbon fiber bearing to with stand entire hydrulic thrust .the pump set shall be suitable for direct coupling with suitable saction stainer pump should have suitable discharge outlet as per manufacture design antithrust stream non retun valve shall be provided with the pump 3 m submersible copper conductor cable in single / double run 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump Submersible pump 5 HP with errection

Submersible pump 5 HP SUPPLY

Item No. 2:- Providing erecting commissinory L.T. panel board with all required accessories for the pump in above item No. 1.. etc.complete

Item No. 3: - B) Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 4 sqm

A) Providing and erecting P.V.C. armoud cable 1100V grade with ISI mark 3.5 core Solid / standard 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 3mm M.S. Clamp in provided trench in an approved manner 4 Core 10 Sq. mm

Item No. 4:- Supplying and erecting G.I. Pipe 'B' in position for suction and delivery for submersible pump including pumbing with socket and necessary material 50 mm. Dia

Item No. 5:- Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main 100 mm. Dia

Item No. 6:- Providing, fabricating, erecting, M.S. Flanges sleep on type(all tables) of required size and thickness with both sidemachined.

90 mm dia 4 kg/cm2

Item No. 13:- Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.

tem No. 7 :- Providing and supplying G.I. special at site including all taxes (central & Local )RailwayFright Insurances on loading from Railway wagon Loading Truck Transport to store/site unloading etc.. Comp. As directed by Engineer in Charge

Item No. 10 :- Providing and making flaged Joint to flange, C.I. Pipes / M.I. Pipes and specials of all classing including cost of jointing material rubber packing nut bolts labour charges hydrulic testing etc. complete 80 mm dia Joint

Item No. 11 :- Supplying and erecting Galvanized cast iron earth plate 60 X 60 X 0.6 cm buried specially preposed earth pt[top edge of plate 1.5 m below ground refilling with 30 kg chorcoal and salt in alleviate layers neccessory length of double G.I. earth strip connected to the plate G.I. nuts bolt 12 mm dia iwth Bituminous compound and connected to nearest switch gear with end socket as per directed supplying and erecting 19m dia ventical G.I. pipe 1.5 m long with funner and mesh at top included in the scope of work.

Item No. 12:- Providing and supplying internal elactrification to switch room etc. comp.

Item No. 13:- Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board

Item No. 14:- Providing tools with tool box etc complete

Item no 15 Providing and erecting triple spurn gear chain pully block suitable for capacity as below with 6m lift complete with load chain and hand chain suitable for above lift , tested to 50% ovwe load as per IS 3832 carrying mark (1Mt capacity)

Rising Main Item No 1 Providing and supplying in standard lengths HDPE 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 HDPE 6 kg pipe

Item no 2 Providing and supplying ISI mark CI D/F reflux valves (non-return va

Item no 3 Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.32mm Dia.single ball AV

lves ) 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) 80 mm dia.

Sluice valves PN - 1 --100 mm dia.

ITEM NO 4)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 taxes transportation etc complete Sluice valves PN - 1 --80 mm dia.

ITEM NO 5) Providing at site of works HDPE.specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete 5% OF COST OF PIPE

Item no 6 Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum,hard murum,hard strata,hard rock including removing the excavated material upto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete. Lift 0 to 1.5 M

Item no 7 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)

Item no 8 Lowering, Laying and Jointing HDPE 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 For all class 90 mm dia. PVC 6 kg/sq.cm

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 110 mm dia. HDPE 6 kg/sq.cm

Sluice valves PN - 1 --80 mm dia.

Item no 10 Lowering, laying and jointing in position following C.I.D/F Reflex 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.) Laying of Reflux Valve,Sluice Valve 100mm dia.

Item no 11 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.

Item no 12 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. 13:-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.)

RCC ESR Capacity of 25000 Liters, for 12 Meter Staging 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 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, 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 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 indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures 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. For raft Fundation Increase vate by 7.5% Notes: 1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised) 2 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/300mix 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-250 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. 12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column. 13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment 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). R.C.C E.S.R. CAPACITY 655000 Capacity and 12 m Staging Ht cost of ESR for 50 kl capacity with 12 m upto 75KL cost rate 14.40 rs/lit

Item No : - 3 Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete. D/F Specials for 80 mm to 300 mm Details link125 x 125Tee125 x 125 Tee, 125 Dia Duck foot Bend, 125 mm dia bend125 mm dia Bend etc.

Item No : - 4 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. 80 mm dia PN 1.

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. 80 mm dia.C I D/F pipe

Distribution System Item no 1 Providing and supplying in standard length ISI mark rigid unplasticized PVC pipes suitable forpotable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/1988 including all local and central taxes, transportat-ion, freight charges, inspections charges, loadingunloading, conveyance to the departmental stores/siteand stacking the same in closed shed duly protectedfrom sunrays and rains including cost of jointing material i.e. solvent cement etc complete(selfit tile to be jointed with cement solvent) 75 mm dia 4 kg/cm2

100 mm dia.C I D/F pipe

Item no 2 Proividing and supplying PVC specials. 10% of cost of pipes is considered for cost ofspecials (for estimate purpose only)

Item no 3 Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete 80 mm dia PN 1.

Item no 4 Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murum,hard strata,hard rock including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete Earth, soil, sand, gravel

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. (Bd-A-10/263)

Item no 6 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works includingcost of all labour, material, except cement solvent, rubberring, giving satisfactory hydraulic testing as per IS code,etc. complete (with cement solvent joint/ring fit joint) 75 mm dia 4 kg/cm2

100 mm dia. D/F Sl. Valve PN 1.0

Item no 8 Lowering, laying and jointing in position following C.I.D/F Reflex 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. 80 mm dia PN 1.

Item no 9 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg)

90 mm pvc 4 kg pipe

Item no 10 Refilling the trenches with available exvavated 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

Trial Run Item no 01 Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirement 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, toghether with training of personnel spared by MJP/ Local Body and handling over the scheme to local body and handling over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. a) For Single Village (1 Months)

b) Electrical charges for 1 month trial run

c) Chemical dosing charges for 1 month trial run