Providing P.W.S. Scheme at Dhokavale/Chafer, Tal. Patan, Dist. Satara

SUB WORK NO 1 :- RCC WELL

Item no 1 :-Excavation in general in soft materilas comprising of soft soil soft murum ,sand ,hard murum with boulders in wet or dry condition for head works i,e intake well connecting pipe jack well pump house supply well etc. for lift 0.00 to 1.50m and lead 150m including barricading ,gaurding disposing of surflus excavated stuffs within a radious of 0.50 km as directed by engineer in - charge complete. excluding refilling

M.J.P.DSR 23-24 39/10 b

Item no 2 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in me-asurable heaps,within a distance of 50 m. from the area & lift as below, normal dewatering, excluding back filling, etc.complete

M.J.P.DSR 23-24 39/11b

Item No 3 :-Dewatering the excavated tranches 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.

M.J.P.DSR 23-24 40/14 89.00+10%

Item No 4 :- Providing &fixing 80 m.m.dia A.c. / p. v. c. pipe weap holes at 1.5m c/c staggered including cost of all materials and labour involved with all leads and lifts etc. complete for well staining wallof necessary diameter.

M.J.P.DSR 23-24, 291/5 231+10%

Item No 5:- Providing &laying in situ P.C.C. 1:2:4 (M-15) of trap metals as per detailed drawing including formwork compacting curing etc. complete.

MJP SSR 23/24, 47/1b

Item No 6:-Providing &fixing in position Steel reinforcement of verious diameters for R.C.C.pile caps, footings, foundations, slabs, beams, columns, staining walls, etc. as per detailed drawings, designs, & schedules. including cutting, bending, hooking, & binding with wires.etc. completed.

M.J.P.DSR 23-24 50/8b 80681.00+10%

Item No 7:- Providing and casting in situ C.C. of trap /granite/ quartzite / gneiss metal of approved quality for RCC works as perdetailed drawings and designs or asdirected byEngineer-in-chargeincluding normal dewatering, centering,form work, compaction, finishing the formed surfaces with C.M. 1:3 ofsufficient minimum thickness to give asmooth and even surface wherevernecessary or roughening if special finishis to be provided and curing, etc. complete. (By weigh batching and mixdesign for M-250 and M-300 only. Use ofL&T, A.C.C., Ambuja, Birla Gold,Manikgad, Rajashree, etc. cement ispermitted.) (Excluding M.S. or Tor reinforcement)

MJP SSR 23/24 BEAM M30

Item No 8:- Providing and casting in situ C.C. oftrap / granite/ quartzite / gneiss metal ofapproved quality for RCC works as perdetailed drawings and designs or asdirected byEngineer-in-chargeincluding normal dewatering, centering,form work, compaction, finishing the formed surfaces with C.M. 1:3 ofsufficient minimum thickness to give asmooth and even surface wherevernecessary or roughening if special finishis 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.) (Excluding M.S. or Tor reinforcement) Staining Wall

10.00 to 5.00 Mt Staining Wall M30

5.00 to 0.00 Mt & Parapet

Item No 9 - Refilling the trenches with available excavated stuff with soft material fist ovar pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

MJP SSR 23/24

Item no 10 :- Providing and fixing M.S.steel RSJ channel girder for supporting to pumping machinery etc. complete.

M.J.P.DSR 23-24 46/5, 89542+10%

Item No11:-Providing &Fixing in position C. I. dapuri steps of 22mm dia. M. S. bars steps with proper anchorage with applying three coats of anti-corrosive oil paint etc. comleted.

M.J.P.DSR 23-24 292/11 464+10%

Item No12 :- Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigationin all types of strata, soft soil, murum, hardmurum with boulders, soft rock, hard rock andquartzite, etc. The item includes all hire andrunning cost of Callyx machine, conveying allmaterials to site of work excluding conveyanceof callyx machine and back sampling all overburden strata in glass jar and core samplesserially numbered at site in a wooden corebox, samples to be taken at 1.0 M interval andconveying to the place as directed byEngineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size(50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick platein overburden only and shall be 1.0 M above GL with cap over it.

SUB WORK NO 2 :- PUMPING MACHINARY

Item No.1 - Providing installing, commissioning and testing of submerssible pump set LPM discharging water against a total head of m from all causes when running at 2900 RPM (Approx) directly coupled to submotor squrrel gage induction type of adquate capacity as per detail specifications.

7.50 HP, 3 Phase, 3413 lph, 110 m Head.

Item No.2 - Providing, erecting , commissioning & testing of floor mounting type L.T. pannel board (skeletion type) as per detail specifications.

Item No. 3 -Providing erecting, jointing & testing of required size M.S.D/F specials & pipe & flanges tubes etc.complete as per detail specifications.

Item No. 4 - Providing installing and commissioning with test & trial Pr. guage arrangement having range about 15 kg / cm with syphon tube etc. complete.

Item No. 5 -Providing laying, jointing and testing of PVC water proof sub cable copper conductor of type ( 1x 3 x 4) sqm size as per detail specifications.

Item No.6 -Providing laying & testing of PVC allu. conductor armoured cable (1x3x4) core size & as per details specifications.

Item No.7 - Providing and testing varnished plank 20 mm thick fixed towall or on provided pannel board for fitting MSEB connection with necessary materials supports etc. complete.

Item No.8-Providing, installing, testing, earthing arrangement to installation of motor, L.T. pannel board starter etc. complete as per details specifications.

Item No.9 - Providing and lowering, laying and jointing in position Vertical Drop pipe etc. complete. as directed by Engineer & as per specification complete.

SUB WORK NO 3 :- PUMP HOUSE

Item No.1-Excavation for foundation/ pipe trenches in hard murum including removing the excavated material upto a distance of 50 mtrs. 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.

Item No.2-Providing and laying in situ cement concrete mortar 1:2:4 of trap metal for foundation and bedding including bailing out water manually formwork compacting & curing etc. complete.

Item No.3 -Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering and watering complete.

Item No.4-Filling in plinth and floors murum bedding intrenches with approved murum from excavated materials from foundation 15 cm layers including watering and compaction complete.

Item No.5 -Providing laterite stone masonry in cement mortar 1:6 in superstructure including racking out joints where plastering is to be done watering and scaffolding complete.

Item No.6 -Providing and fixng solid core flush door weth RCC Frame M-40 in single leaf 32 mm tk decorative type of exteriar gradeas per detailed drawings or as approved face veneer on both faces venitions all necessary beads moulding & lipping finishing with french polishing complete (withoutFrame) 4no hinges of 100mm lengh 2no handles 150mmlength 2no of tower bolt of 300mm length etc.

As Per Market rate

Item No.7-Providing and fixing RCC Grill.etc. complete

As Per Market rate

Item No.8 - Providing and Fixing 6.00mm thick asbestos cement corrugated sheet roofing confirming to I.S. 456-1970, including galvanised iron J or L hook bolts, galvanised iron and bituminous washers, galvanised iron cramp bolts and nuts and scaffolding complete.

PWD DSR 22-23/1151

Item No.9:- Providing & fixing G.I. Pipe for railing etc. as per detailed drawing & design etc. complete.

Item No.10 - Providing Internal Cement Plaster 12 mm thk. In single coat in cement mortar 1:3 without neeru finish to surface in all position including scaffolding and curing etc. complete.

As Per Rate Analysis

Item No.11 - Providing and applying washable oil bound distemper of approved colour and shade to old and new surfaces in 2 coats incl. scaffolding, preparing the surfaces etc. complete.

SUB WORK NO 4 :- Rising Main

Item No.1 -Providing & supplying in standard lengths polyethelene Pipes, conforming to IS 4984/14151/12786/ 13488 with necessary jointing material like mechanical connector i.e.thread/ insert joint/ quick release coupler joint, including all local & central taxes, transportation and freight charges inspection charges, loading/unloading charges, conveyance to the departmental stores/ site & stacking the same in closed shade duely protecting from sunrays & rains, etc.

90 mm dia HDPE Pipe PE- 100- 12.5 kg/cm2

MJP DSR 23/24, 124/D

Item No.2-Providng and supplying Idouble flange Sluice valves confirming for IS 2906/14846 including worn gear arrangement as per test pressure stainless steel spindle, caps including all taxes transportation etc.complete.

65 mm dia sluice valve PN-1

65 mm dia N.R. valve PN-1

MJP DSR 23/24, 144/1, 145/2

Item No.3 - Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 mtrs. and lifts as below, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc.complete.

MJP DSR 23/24, 37/2

Item No.4 -Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 mtrs. and lifts as below, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc.complete.

MJP DSR 23/24, 37/3

Item No.5 - Excavation for foundation / pipe trenches in soft rock and concrete road bychiselling,wedging, line drilling bymechanical 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.

MJP DSR 23/24, 37/5

Item No.6 - Lowering laying & jointing H.D.P.E. Pipe by heating to the ends of pipe with the help of tefflon coated electrimirror/heater to the required temparature & then pressing the end together against each other to form a monolithic & leak proof joint by thermosetting process. the pressing may be required to be done with Jack/Hydraulicjack/Vutt fusion machine etc. complete. with all maerial,labours as directed by Engineer in charge including given satisfacory hydraulic test.

90 mm dia HDPE Pipe PE- 100- 12.5 kg/cm2

MJP DSR 23/24, 125/2

Item No.7 - Hydraulic testing of H.D.P.E. Pipe to specified pressure including cost of all materials and labourand water for testing for specified length incluiding cutting placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to providespecified 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 origenal position.

90 mm dia HDPE Pipe PE- 100- 12.5 kg/cm2

MJP DSR 23/24, 126/3

Item No.8- Lowering, laying and jointing in position following C.I.D./F. sluice valve including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.

80 mm dia sluice valve PN-1

80 mm dia N.R. valve PN-1

MJP DSR 23/24, 148/4

Item No.9 - Giving satisfactory hydraulic testing of following C.I.D / F Reflex Valves, Butterfly valves and Sluice Valves.

80 mm dia sluice valve PN-1

80 mm dia N.R. valve PN-1

MJP DSR 23/24, 148/4b

Item No.10 - Providing, supplying and fixing Air valves as per IS-10845 amd MJP's standard specifications of approved make and quality of following diameters including all taxes(central and local), railway freight, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/site, unloading, stacking etc.complete.

15 mm dia Air valve 760+149+14.90

MJP DSR 23/24, 149/5a

Item No.11 - Providing and laying in situ cement concrete mortar 1:2:4 of trap metal for foundation and bedding including bailing out water manually formwork compacting & curing etc. complete.

MJP DSR 23/24, 47/1b

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.

MJP DSR 23/24, 40/15

Item No.13 - Filling in plinth and floor Murum bedding in trenche with approved murum from excavated materials from foundation in 15 to 20 cm layers including watering and compaction etc. complete.

MJP DSR 23/24, 41/16

Item No.14 :- 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.

80 mm dia Medium 689+132+13.20

65 mm dia Medium 524+118+11.80

MJP SSR 23/24, 93/1, 94/2

SUB WORK NO 5 :- E.S.R.

A) Material Section

Item No.1:- Providing ISI mark G.I. pipes of following class and diameters including all local and central taxes, octroi, inspection charges, transportation to stores, etc.complete.

65 mm dia Medium

100 mm dia Medium

MJP SSR 23/24, 93 1b

Item No.2 - Providng and supplying Idouble flange Sluice valves confirming for IS 2906/14846 including worn gear arrangement as per test pressure stainless steel spindle, caps including all taxes transportation etc.complete.

80 mm dia sluice valve PN 1

100 mm dia sluice valve PN 1

MJP SSR 23/24, 145/2a

B) Labour Section

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 inall 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 chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangementsas 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.

ESR 12 m St. Ht. 25000 Lit. Cap.

SUB WORK NO 6 :- Pressure Filter 10 m3

Designing,Providing, supplying and commissioning of Pressure Sand filter including installation, necessary plumbing and electrification.Two years full warranty and maintenance of machine excluding consumable iems (Labour only).Agency shall get the source water tested and design the plant as per the standards.water quality test certificate of product water shall be as per IS 10500.Third party inspection of the entire machine shall be done as directed by Engineer-in Charge.

SUB WORK NO 7 :- Pressure Filter Room (Size - 6.00 m x 4.50 m )

a. Excavation for foundation/pipe trenches in earth, soil of all types, sand, gravel & soft murum, including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, manual dewate-ring, preparing the bed for foundation and excluding back-filling etc. complete.Lift 0 to 1.5 M

( Add Basic Rate + Hilly Area 10 % )

b. Excavation for foundation/pipe trenches in soft rock & cement & lime masonary foundation asphalt road includi-ng removing the excavated material up to a dista-nce of 50 m metres and lift as below, stacking and spreading as directed, manual dewatering, preparing the bed for found-ation and excluding backfilling etc. complete. Lift 0 to 1.5 M

( Add Basic Rate + Hilly Area 10 % )

Filling in plinth & floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering & compaction complete.

( Add Basic Rate + Hilly Area 10 % )

Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/granite/quartize/gneiss metal for foundation & bedding including dewatering, form work, compacting and curing,finishing etc. complete with initial lift of 1.5 M below /above ground level.

( Add Basic Rate + Hilly Area 10 % )

Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete

( Add Basic Rate + Hilly Area 10 % )

Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade in foundation Raft /footing

( Add Basic Rate + Hilly Area 10 % )

Providing and laying in situ cement concrete of trap/ granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC. including normal dewatering, formwork, centering, compac-tion, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surfa-ce wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade in Columns

( Add Basic Rate + Hilly Area 10 % )

Providing and laying in situ cement concrete of trap /granite /quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC. including normal dewatering, formwork,centering, compact-ion, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade in Beams/ Lintes

( Add Basic Rate + Hilly Area 10 % )

Providing and laying in situ cement concrete of trap/granite /quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC. including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-200 grade Slabs/Landings/Vertical walls/Waist-slabs/Steps for staircase.

( Add Basic Rate + Hilly Area 10 % )

Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-200 grade Chajjas/parapet/pardes

( Add Basic Rate + Hilly Area 10 % )

Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detail designs, drawings and schedules, including cutting, bending,hooking the bars, binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) Tor steel

( Add Basic Rate + Hilly Area 10 % )

Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete,brick surface, in all positions including scaffolding and curing complete

( Add Basic Rate + Hilly Area 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

( Add Basic Rate + Hilly Area 10 % )

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar suspension shaft of minimum 32mm diametre, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 6248 - 1979

( Add Basic Rate + Hilly Area 10 % )

Providing and fixing steel windows of various size as per detailed drawings class, window with plain obscured glazed shutters with ventilators or fan light as per detailed drawings including the teak wood window frame 60 x 100 mm, iron fixtures and fastening and finishing the wood work with oil paint 3 coats etc. complete.

( Add Basic Rate + Hilly Area 10 % )

Providing and laying Polished Shahabad Stone flooring 25mm to 30mm thick and required width wide 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 etc. complete.

( Add Basic Rate + Hilly Area 10 % )

Providing and applying Apex Paint of approved colours and shade to old/new surface, including scaffolding, preparing the surface to receive the priming coat etc. complete.

( Add Basic Rate + Hilly Area 10 % )

Providing and applying two coats of water proff cement paint of approved colours and shade to plastered surface, including scaffolding, preparing the surface curing etc. complete

( Add Basic Rate + Hilly Area 10 % )

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