Construction of PWS Scheme at Daruj, Tal. Khatav, Dist. Satara

Subwork No 1. Pumping Machinary 3 HP

Item No. 1 :- Submersible Pumpset

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 fopr various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer'sdesign. Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. etc complete.

100 mm dia with Broze impeller/stainles steel up to 12 stage

Item No. 2 :-

Providing and erecting ISI mark CI D/F reflux valve as per IS-5312 Part I( 1984 ) & double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, inspection charges, transportation, etc. complete

a] Reflux valves- 50 mm dia PN-1

b ]Sluice Valve- 50 mm dia PN-1

Item No. 3 :-

Providing and supplying in standard lengths Polyethelene pipes confirming to IS 4984 with necessary jointing materials like mechanical connectors i.e. thread / insert joint / quick release coupler joint including all taxes ( central and Local ) transportation and freight charges inspection charges, loading unloading charges conveyance to the departmental store / site and stacking the same in closed shade duly protected from sunrays and rains etc complete

63 mm dia HDPE PE 100 6 Kg/cm2

Item No. 4 :- MS Pipes and Specials

Providing and supplying ISI standard MS special of required thickness waith 3 coats of approved make epoxy paint (shalimar, ciba or mahindra & mahindra make ) from inside and outside including all taxes (central and local), octrol, inspectio charges transportation to stores / site and stacking etc. complete.

A) All socketed special or socketed branch flanged special of all diameter.

Item No. 5 :- L.T. Control Panel Board

A] Supplying and erecting GI sheet 1.6 mm (16 SWG) having zinc coating of 350 microns with galvanization process compliance to IS 2629:1985 to be used for fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, riveting etc. and painting with one coat of red lead paint and 2 coats of enamel paint.

1) G.I. sheet 16 gauge fabricated box for panel board

B] Supplying and erecting self locking arrangement with duplicate keys, made of brass duly erected, flush with surface of panel/cupboard.

C] Supplying and erecting Plywood fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners supports, nuts bolts etc. complete.

1) Marine water proof plywood 12mm thk

D] Providing, erecting & commissioning RCCB only of electro magnetic type with 30/100/300 mA sensitivity and having capacity of 40A. 4 pole complete as per specification No. SWRCCB/ RCCB

1] ELCB as per BIS 63 Amp 4 pole

E] Supplying and erecting panel mounting type digital Ammeter having Three and half digit LED display, external C.T. operated, calibrated for suitable to operate on 500V 0to1000A ACAC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer.

F] Supplying and erecting panel mounting type digital voltmeter having Three and half digit LED display, calibrated for 0 to 750V AC suitable to operate on 500V AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer.

G] Supplying and erecting set of 3 pilot lamps all Bakelite with colour glasses with miniature lamps 230 V/250V erected on provided CRCA box with panel type fuses and connected with PVC wires.

Pilot Lamp Set

Item No. 6 :-

Supplying and erecting bank of All Polypropylene condensers with the standard capacities of 1,2,3,5,7,12,5,15,20 and 15 KVAR units of power factor correction for operation on 3 phase, 50 Hz, 400 V+/- 10% with externally discharging resistances, earthing terminals and built on angle iron or channel iron frame work and provided with terminal cover box complete erected and tested

1)All Capacitor polypropylene condenser [App]

Item No. 7 :- F.A.S.D. Starter

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, Starter with original sheet steel encloser.etc complete.

UP to7.50& 12.50 HP

Item No. 8 :- TPM Switch

5-1-7 Supplying and erecting Triple pole metal/ iron clad switch and fuse 415 / 500V 63A on angle iron / G.I. frame as per specification No. SWSWR/ MTP

Metal clad switch 63 Amp

Item No. 9 :-

Supplying & erecting Four pole Iron clad/metal clad ON LOAD change over switch 40A, 415 / 500V erected on angle iron / G.I. frame approved make.

Change over switch 63 Amp,4 pole etc comp.

Item No. 10 :- Earthing

9-1-4 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

12) Earthing GI 40mm dia type, charcoal

Item No. 11:- Submersible cable

Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.3 core PVC insulated, PVC sheathed copper conductor flat submersible cable etc complete.

Submersible cable 3 core 6 Sq. mm

Sub work no 2 Rising main

MATERIAL SECTION

Item No. 1

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores 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).

75 mm dia HDPE PE 100 6Kg/cm2

Item No. 2

Providing & supply of Electro Fusion Fittings in accordance with BS EN12201 Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes, in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be incljusive of all cost such as testing, all taxes related to central, state & Municipal, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. completed

Coupler

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.

a)Air Valve Single Ball Flanged / Screwed Type - PN -1

15 mm dia. Air valve

LABOUR SECTION

Item No.4 a

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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-1/259)

a) In soil

Item No. 4 b

Excavation for foundation / pipetrenches 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)

Lift 0 to 1.5 M.

Item No. 4 c

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-4/259)

Lift 0 to 1.5 M.

Item No. 4 d

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

Lift 0 to 1.5 M.

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 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 cem-ent solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).

75 mm dia HDPE PE 100 6Kg/cm2

Item No. 7

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).

15 mm dia. Air valve

Item No. 8

Hydraulic testing of hdpe pipe line to specified pressure including cost of all materials and lobour and water for testing for specified length including cutting, placing end cap making arrengment for filing safe water using reciprocating typs pumps which should be able to provide specifiedtest spressure gauges and other nececcary equipment, labour, opration, charges etc. required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to original position. etc complete.

63 mm dia HDPE PE 100 6Kg/cm2

Item No. 9

Providing and Laying in situ cement concrete M-15 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.

Item No. 10

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.

Sub work no 3 RCC GSR Cap. 10000 lit

Item No. 1

Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundationand bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)

Item No. 2

Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water, striking joints on unexposed faces and watering complete. Spec.No.:Bd.H.1PageNo.329

Item No. 3

Providing flush grooved pointing with c.m. 1:3 or stone masonry work including scaffolding and curing etc. complete

Item No. 4

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. 5

Designing (aesthetically) and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of requied capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top 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 expoxy paing 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 or inlet, outlet, washout, overflow and bye-pass arrangement consisting of CI / MS D/F pipes specials and valves of given diameters, providing and fixing accessories such as MS ladder inside and outside. CI mahole 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 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.

Notes

1) The design shall be in accordance with various relevant I.S. specification (I.S.456/1978, I.S. 875 - 1987, I.S. 3370 -1965 or revised.)

2 )Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used. Grade -II M.S. bars shall not be used.

3) Entire structure shall be in M-300 only.

4) The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included.

5) The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment

6) The Job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer-in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%.

7) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.

8) For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside.

9) Cost of pump house is not included in these rates.

10) Above rates are applicable for Seismic Zones 2, 3 and 4.

11) 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.

Note : Conditions from Sr. No. 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C. GSRs and sumps.

Sub work no 4 Distribution System

MATERIAL SECTION

Item No. 1

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores 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).

90 mm dia.PVC 4 Kg / cm2 pipe

75 mm dia.PVC 4 Kg / cm2 pipe

63 mm dia.PVC 4 Kg / cm2 pipe

Item No.2 - PVC Special

Providing and supplying ISI standard PVC special of dia. & class including all taxes etc. complete.

Item No. 3

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.

80 mm dia.G.I.pipe (medium)

Item No. 4

Providing and supplying ISI mark CI D/F reflux valve as per IS-5312 Part I( 1984 ) & double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, inspection charges, transportation, etc. complete

following sluice valve Without bypass arrangement class PN-1

1] 80 mm Sluice valve

2] 65 mm Sluice valve

LABOUR SECTION

Item No.5 a

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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-1/259)

a) In soil

Item No. 5 b

Excavation for foundation / pipetrenches 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)

Lift 0 to 1.5 M.

Item No. 5 c

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-4/259)

Lift 0 to 1.5 M.

Item No. 5 d

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

Lift 0 to 1.5 M.

Item No.6

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. 7

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 including cost of all labour, material, except cem-ent solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).

90 mm dia.PVC 4 Kg / cm2 pipe

75 mm dia.PVC 4 Kg / cm2 pipe

63 mm dia.PVC 4 Kg / cm2 pipe

Item No. 8

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.

80 mm dia.G.I, pipe ( medium )

Item No. 9

Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and lobour and water for testing for specified length including cutting, placing end cap making arrengment for filing safe water using reciprocating typs pumps which should be able to provide specifiedtest spressure gauges and other nececcary equipment, labour, opration, charges etc. required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to original position. etc complete.

90 mm dia.PVC 4 Kg / cm2 pipe

75 mm dia.PVC 4 Kg / cm2 pipe

63 mm dia.PVC 4 Kg / cm2 pipe

Item No. 10

Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.

80 mm dia.G.I, pipe ( medium )

Item No. 11

Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.

following sluice valve Without bypass arrangement class PN-1

80 mm Sluice valve

65 mm Sluice valve

Item No. 12

Providing and supplying ISI standard MS special of required thickness waith 3 coats of approved make epoxy paint (shalimar, ciba or mahindra & mahindra make ) from inside and outside including all taxes (central and local), octrol, inspectio charges transportation to stores / site and stacking etc. complete.

A) All socketed special or socketed branch flanged special of all diameter.

Item No. 13

Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) In PCC M-150

Item No. 14

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)

225 mm x 300 mm (40 kg)

Item No. 15

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.

Sub work no 5 Existing ESR Repaire

Item No. 1

Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete

Item No. 2

Providing and laying in situ cement concrete M-15 etc. complete. for levelling course

Item No. 3

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 usingwaterproofing compound at 1kg 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.

Item No. 4

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete

Item No. 5

Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/including ponding test etc. complete.

Item No. 6

Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-incharge.

(MJP DSR 23 - 24, P.No. 281, I. 5)

Item No. 7

Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete

Item No. 8

Providing and applying plastic emulsion paint of approved quality, colour and shade to old surface in three coats including scaffolding , preparing the surface. (excluding primer coat) etc. complete.

Item No. 9

Providing and fixing road junction/information sign boards of size 0.60x0.90 Meter Prepared 16 guage M.S.sheet on frame of M.S.angle of size 35x35x5mm with cross bracing of size 35x35x5mm including painting with one coat of zinccromates to vingprimer and two coats each of green white back ground and back side gray stoveenamelled, bonded with redretrore flective sheet Engineering grade,border/letters/numeral/arrows,coated with non pealable crystal clear protective transperent coatretaining 100% reflection including two angle iron post of size 65x65x6mm of 3.65m. longin flated at bottom,drilled on top and painted in white and black bands of 30cm. with 4Nos. high strength G.I. bolts and nuts of size 10mmdia. and 20mm long. Sheet and angle iron post in one piece with out joints including all taxes,conveying,fixing in ground with cement concrete1:4:8 block of 60cmx60cmx75cm size as directed by Engineer-in- charge etc. complete. Mild Steel Board with Engineering Grade.

Sub work no 6 Bore Well

Item No. 1

Excavation for 150 mm dia. Bore well.

Item No. 2

Providing and fixing of casing pipe. (180 mm dia. P.V.C. Pipe 6 kg/cm2)

Item No. 3

Providing and fixing bore cap ( 180mm dia. )

Item No. 4

Flushing and cleaning the bore

Please Enable Macros to View BoQ information