Providing P.W.S. Scheme at Ambeghar/Varche, Tal. Patan, Dist. Satara

SUB WORK NO 1-Collection Chamber

Item no 1 :- Excavation for foundation / pipe trenches in hard 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)

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

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)

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)

Beam M30

Column M30

Bottom Slab M30

MJP SSR 23/24

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

Staining Wall M30

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

SUB WORK NO 2- Sump

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.

50 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.

50 mm dia sluice valve PN 1

MJP SSR 23/24, 145/2a

B) Labour Section

Item No.1 - Designing (aesthetically), andconstructing RCC ground service reservoirs/ RCC sumps in M-300 mix of required capacity including excavation in all types of strata,foundation concrete, container walls, bottom slabtop RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure.

Sump 30000 Lit. Cap.

SUB WORK NO 3 -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.

2 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 4 -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 5 - 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.

63 mm dia HDPE Pipe PE- 100- 8 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.

50 mm dia sluice valve PN-1

50 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.

63 mm dia HDPE Pipe PE- 100- 8 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.

63 mm dia HDPE Pipe PE- 100- 8 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.

50 mm dia sluice valve PN-1

50 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.

50 mm dia sluice valve PN-1

50 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

SUB WORK NO 6 - R.C.C. 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.

50 mm dia Medium

80 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

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. 10000 Lit. Cap.

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