KUNTA WATER SUPPLY PROJECT: VAPI MUNICIPAL CORPORATION PHASE 2

SUMMARY (SCHEDULE-B)

KUNTA WATER SUPPLY PROJECT

BID DOCUMENTS FOR

KUNTA WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING

PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING DI PIPELINE FOR GRAVITY MAIN & RISING MAIN, CONSTRUCTION OF HOUSE

CONNECTION, RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION

NETWORK LOCATION ETC.INCLUDING OPERATION & MAINTENANCE FOR 5 YEAR. FOR MORAI WATER SUPPLY SCHEME (PHASE-2) FOR

VAPI MUNICIPAL CORPORATION, DISTRICT: VALSAD.”

SR NO SCHEDULES NAME OF WORK AMOUNT (RS.)

1 SCHEDULE - B1 GRAVITY MAIN PIPELINE

2 SCHEDULE - B2 RISING MAIN PIPELINES

3 SCHEDULE - B3 CONSTRUCTION OF HOUSE CONNECTION- 2012 Nos.

SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK

4 SCHEDULE - B4

LOCATION FOR KUNTA WATER SUPPLY

5 SCHEDULE - C Operation & Maintenance (For 5 Years)

Total Amount in Rs.

Total Amount in Rs.

I / We am / are willing to carry out the work at…………………………………… % above / below percent/at par (should be written in figures and words) of the

estimated rates mentioned above . Amount of my/ our tender works out as under.

* Estimated amount * Estimated amount

Put to tender Rs …… Put to tender Rs ……

Deduct :....... % below Rs……… Add :....... % above Rs………

Total Rs…………. Total Rs………….

* ( Please strike out whichever is not applicable ).

SUMMARY (SCHEDULE-B)

KUNTA WATER SUPPLY PROJECT

KUNTA WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING PROVIDING, SUPPLYING, LOWERING,

LAYING AND JOINTING DI PIPELINE FOR GRAVITY MAIN & RISING MAIN, CONSTRUCTION OF HOUSE CONNECTION, RCC ROAD REINSTATEMENT & SITC WORK OF

INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION ETC.INCLUDING OPERATION & MAINTENANCE FOR 5 YEAR. FOR MORAI

WATER SUPPLY SCHEME (PHASE-2) FOR VAPI MUNICIPAL CORPORATION, DISTRICT: VALSAD.”

SCHEDULE - B1: GRAVITY MAIN PIPELINES

SR. TOTAL AMOUNT

SR. TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.1: Providing and supplying D. I. K-7 grade pipes for following nominal bore diameter with internal cement

mortar lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete. (IS 8329-2000).

Item No.2: Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other

specials as per BS-EN-545/1995 Class-A series K12 suitable for use with DI pipes manufactured as per IS:8329/1994

delivery of specials is to be made to VpMC store or site of works any where in Gujarat including all taxes, liading,

unloading, carting, stacking, insurance, inspection charges, octroi etc. complete. (With external bitumen & zinc

coating & internal cement mortar lining)

Socket & Spigot Type.

Up to 300 mm Dia.

2a Above 300 mm Dia. 7373.04 Kg 151.00

Item No.3: Providing and supplying ISI mark CI D/F Sluice Valves as per IS : 14846 (Latest Edition )of following class and

diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete.

PN-1 With hand/wheel cap operated (Alt-1 type long body)

Item No.4: Providing and supplying C. I. Temper proof Air valves with ss 304 Float gun metal- nozzle of approved make

& quality of following class and diameter including all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete.

Air Valves Double Acting (DS2)

Item No.5: Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and

strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated

stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.

For 0 to 1.5 m :

In all sorts of soil and soft murrum

5a In hard murrum,boulders,incl. Macadam road 2808.25 Cu.m 155.25

5b Soft rock 2808.25 Cu.m 187.45

5c In Hard rock 1684.95 Cu.m 427.80

For 1.5 to 3.0 m :

5d In all sorts of soil and soft murrum 235.75 Cu.m 112.70

5e In hard murrum,boulders,incl. Macadam road 282.90 Cu.m 170.20

5f Soft rock 235.75 Cu.m 205.85

5g In Hard rock 188.60 Cu.m 446.20

Item No.6: Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints / Mortar lined D. I. Pipes of

various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by

Engineer-in-charge including hydraulic testing etc. comp.

6a 150 mm Dia 907.00 Rmt 87.40

Item No.7: Lowering, laying and jointing in position following C. I. / D/F Sluice valves including cost of all labour,

jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.

Item No.8:Lowering, laying and jointing in position following C. I. / D/F Air valves including cost of all labour, jointing

material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.(double ball Flanged)

SR. TOTAL AMOUNT

SR. TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.9: Construction of valves chambers in brick or Bela stone masonry, locally available in CM 1:6. Foundation

concrete 150 mm thick in CC 1:4:8 of trap metal size 25 mm to 40mm thick, inside cement plaster in CM 1:3 and

cement pointing outside in CM 1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts, each

with handles or MS bar etc. completed as giver size) up to 1 mt depth from GL to pipe invert level incl. completed civil

works but excluding cost of excavation and refilling, with cast in situ RCC slab in one single piece with fixing of CI MH

frame and cover with 23 mm thick brick masonry wall in CM 1:6 : With precast slab in two parts 15 mm

SV & ScV. Chamber - 0.6 x 0.6 x 1.0 m (For valves of 50, 65, 80, 100, 125 & 150 mm dia.)

9a Air Valve Chamber - 1.3 x 1.3 x 1.0 m (For 40 to 200 mm dia.) 21.00 No. 13053.65

Item No.10: Extra depth of Valve chamber beyond 1.00 mt. depth.

10 SV & ScV. Chamber - 0.6 x 0.6 x 1.0 m (For valves of 50, 65, 80, 100, 125 & 150 mm dia.) 2.15 mt. 3767.40

10a Air Valve Chamber - 1.3 x 1.3 x 1.0 m (For 40 to 200 mm dia.) 10.40 mt. 6996.60

Item No.11: Thrust Block : Providing and Casting in situ C.C. for Thrust Block in grade M-20 (Proportions as per mix

design or as per table 9 of IS456 2000 in masses by weight batching) using granite, quartzite trap metal of size 6 mm to

20 mm for RCC work, including scaffolding centring, formwork, needle vibrated consolidation, curing complete up to

meter depth or height etc. complete for Thrust Block work. (excluding cost of reinforcement)

Footing for column or foundation ( with form work)

Item No.12: Reinforcement for Thrust Block : Supplying cutting, bending, binding and placing in position steel as per

plan and design and as per ISS 2502 including cost of steel and binding wire for structures only including lift up to

meter height or depth below G.L., Do-Thermo mechanically treated (TMT) bars Fe-415 grade for all diameters.

Item No.13: Refilling the pipeline trenches incl. ramming, watering, consolidating disposal of surplus stuff as directed

13 within a radius of 3 km. 11301.00 Cu.m 25.30

Item No.14: RCC Road Reinstatement : Reinstatement of roads with RCC where pipe crossing the asphalt road / RCC

road / industrial area / residential area. the Work including excavation, dressing, formwork, curing etc. completed and

making a base for road, 100 mm thick PCC in M10 grade of concrete, and Providing and laying 150 mm thick RCC M15

grade concrete, Providing TMT bars FE-415 reinforcement for RCC work including bending, binding and placing in

14 position complete. 6778.85 Sq.m 963.16

Item No.14a:Asphalt Road Reinstatement : of asphalt roads with 150 mm sand, 200 mm spools, 150 mm black trap

metal (25-40 mm size), 150 mm aggregate (6-12 mm), quarry dust as inert material, watering, ramming with roller,

tack coat 1 kg/ sqm, pre-mix carpet 50 mm and seal coat 6 mm of bitumen 80/100 over refilled soil of at least 200-300

mm on top of pipe (depending upon minimum cover of 0.9 m to 1 m depending upon topography)

Item No.15: Culvert crossing.- Constuction of RCC support for culvert crossing at various location on pipeline route.

Work including excavation of pits in all type of strata, 100 mm thick PCC in M10 grade concrete, Providing and casting

RCC Column and Footing in situ mass cement concrete in grade M-15 ( proportions as per mix design or as per table 9 of

IS:456-2000 ) RCC work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete upto

6 m depth or height with centering and shuttering etc. complete.Supplying cutting, bending, binding and placing in

position steel as per plan and design and as per ISS 2502 including cost of steel and binding wires for reservoirs /

structures only including lift upto 6 m height or depth below GL for all diameters. Supply, and installaion of 8 mm

thick MS clamp for pipe anchorage with required nut bolts and 3 mm sacrificing plate at RCC column and bottom of

pipe etc. completed as per drawing and minimum BoQ.- RCC Support @ 4 mt C/C.

Total for Schedule-B1(Rs.) =

SUMMARY (SCHEDULE-B)

KUNTA WATER SUPPLY PROJECT

KUNTA WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING PROVIDING, SUPPLYING, LOWERING,

LAYING AND JOINTING DI PIPELINE FOR GRAVITY MAIN & RISING MAIN, CONSTRUCTION OF HOUSE CONNECTION, RCC ROAD REINSTATEMENT & SITC WORK OF

INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION ETC.INCLUDING OPERATION & MAINTENANCE FOR 5 YEAR. FOR MORAI WATER

SUPPLY SCHEME (PHASE-2) FOR VAPI MUNICIPAL CORPORATION, DISTRICT: VALSAD.”

SCHEDULE - B2: RISING MAIN PIPELINES

SR. No. ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.1: Providing and supplying D.I. K-9 grade pipes for following nominal bore diameter with internal cement

mortar lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete. (IS 8329-2000). For sewerage project cement

mortar lining shall be with sulphate resistance cement.

Item No.2: Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other

specials as per BS-EN-545/1995 Class-A series K12 suitable for use with D.I.Pipes manufactured as per

IS:8329/1994delivery of specials is to be made to vpmc store or site of works any where in Gujarat including all taxes,

liading, unloading, carting, stacking, insurance, inspection charges, octroi etc. complete.

Socket & Spigot Type.

Above 300 mm Dia.

Item No.3: Providing and supplying ISI mark CI D/F Sluice Valves as per IS : 14846 (Latest Edition) of following class

and diameter including all taxes, insurance, transportation, freight charges, octroi, charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete. Hand operated Alt1 type :(PN 1.6)

Item No.4: Providing and supplying C. I. Temper proof Air valves with SS 304 Float gun metal- nozzle of approved

make & quality of following class and diameter including all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete.

Temper Proof AV With Isolating Sluice Valve (PN 1.6)

Item No.5:Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and

strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated

stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.

For 0 to 1.5 m :

In all sorts of soil and soft murrum

5a In hard murrum,boulders,incl. Macadam road 1237.12 Cu.m 155.25

5b In soft rock and/or masonry in CM or L M or Lime Concrete. 1237.12 Cu.m 187.45

5c In hard rock and / or in C. C. 1:2:4 or RCC with blasting and chiselling or by chiselling only. 742.27 Cu.m 427.80

For 1.5 to 3 m :

5d In all sorts of soil and soft murrum 1.34 Cu.m 112.70

5e In hard murrum,boulders,incl. Macadam road 1.61 Cu.m 170.20

5f In soft rock and/or masonry in CM or L M or Lime Concrete. 1.34 Cu.m 205.85

5g In hard rock and / or in C. C. 1:2:4 or RCC with blasting and chiselling or by chiselling only. 1.07 Cu.m 446.20

Item No.6: Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints / Mortar lined D. I. Pipes of

various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by

Engineer-in-charge including hydraulic testing etc. comp.

Item No.7: Refilling the pipeline trenches incl. ramming, watering, consolidating disposal of surplus stuff as directed

7 within a radius of 3 km. 4467.23 Cu.m 25.30

Item No.8:Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly valves, Sluice valves

and Air valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic

testing, etc. complete.

Temper Proof Air Valve

Item No.9: Providing, supplying and installation of air riser (flanged Tee) on the pipe line at suitable place as per

design & directed by Engineer-in charge. Work including excavation of pit, refilling, levelling of ground after

completion work. This includes supply, delivery and installation of GI/ M.S. double flanged pipe. MS pipe having

flange thickness conforming to IS 3589-2001, R.C.C. foundation block & column in C.C. M-150 as per drg and

indicated in minimum BoQ etc. complete. The length of riser pipe is 3.00 mt from above pipe top -

Temper Proof Air Valve

Item No.10:Construction of valves chambers in brick or Bela stone masonry, locally available in CM 1:6. Foundation

concrete 150 mm thick in CC 1:4:8 of trap metal size 25 mm to 40mm thick, inside cement plaster in CM 1:3 and

cement pointing outside in CM 1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts, each

with handles or MS bar etc. complete as given size) up to 1 mt depth from GL to pipe invert level incl. complete civil

works but excluding cost of excavation and refilling, with cast in situ RCC slab in one single piece with fixing of CI MH

frame and cover (excluding cost of CI-MH frame and cover) with 23 mm thick brick masonry wall in CM 1:6. With

precast slab in two parts 15 mm

Item No.11:Extra depth of Valve Chamber beyond 1.00 mt. depth. as per attached calculation sheet

11 For 1.5 m X 1.5 m Chamber : 2.10 Rmt 10440.00

Item No.12:Thurst Block : Providing and Casting in situ C.C. for Thrust Block in grade M-20 (Proportions as per mix

design or as per table 9 of IS456 2000 in masses by weight batching) using granite, quartzite trap metal of size 6 mm to

20 mm for RCC work, including scaffolding cantering, formwork, needle vibrated consolidation, curing complete up to

6 meter depth or height etc. complete for Thrust Block work. (excluding cost of reinforcement)

Item No.13:Reinforcement for Thrust Block : Supplying cutting, bending, binding and placing in position steel as per

plan and design and as per ISS 2502 including cost of steel and binding wire for structures only including lift up to

meter height or depth below G.L., Do-Thermo mechanically treated (TMT) bars Fe-415 grade for all diameters.

SR. No. ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.14:Asphalt Road Reinstatement : asphalt roads with 150 mm sand, 200 mm spouls, 150 mm black trap metal

(25-40 mm size), 150 mm aggregate (6-12 mm), quarry dust as inert material, watering, ramming with roller, tack coat

1 kg/ sqm, pre-mix carpet 50 mm and seal coat 6 mm of bitumen 80/100 over refilled soil of at least 200-300 mm on

top of pipe (depending upon minimum cover of 0.9 m to 1 m depending upon topography)

RCC Road Reinstatement : Construction of RCC roads including all civil works with labour and material cost. Providing

14a and laying RCC M20 grade concrete complete work including form work, curing etc. completed 4230.00 Sq.m 963.16

Item No.14:Highway Crossing : Drilling of following dia horizonal borehole for water main pipeline crossing under the

road incl in all strata with required length incl fixing of following dia MS casing pipe with pusing etc completed various

size of pipe for following dia pipe : with MS Casing Pipe without water main (only Casing pipe)

Dia of Drilling of borehole: 900 mm.

Dia of MS Casing pipe : 800 mm,

Dia of Water main pipe line : 400 mm

Total for Schedule-B2 (Rs.) =

SUMMARY (SCHEDULE-B)

KUNTA WATER SUPPLY PROJECT

KUNTA WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING PROVIDING, SUPPLYING, LOWERING,

LAYING AND JOINTING DI PIPELINE FOR GRAVITY MAIN & RISING MAIN, CONSTRUCTION OF HOUSE CONNECTION, RCC ROAD REINSTATEMENT & SITC WORK OF

INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION ETC.INCLUDING OPERATION & MAINTENANCE FOR 5 YEAR. FOR MORAI

WATER SUPPLY SCHEME (PHASE-2) FOR VAPI MUNICIPAL CORPORATION, DISTRICT: VALSAD.”

SCHEDULE - B3: CONSTRUCTION OF HOUSEHOLD CONNECTIVITY (2012 Nos.)

SR. RATE TOTAL AMOUNT

SR. RATE TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT

Item No.1: Providing and supplying in true line and level 15mm Dia. U.P.V.C. Pipe (SCH-40) for cold water including fittings

1 make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.

Item No.2: Providing and supplying in standard length ISI mark rigid unplasticized PVC pipe suitable for portable water with

ring fit joint incl cost of ring, as per IS specification no 4985/1988 incl all local and central taxes, transportation, freight

2 charges, octroi, inspection charges, loading, unloading, conveyance to the departmental store and incl cost of jointing material

etc comp - 6kg/cm2

90 mm Dia 85.00 Rmt 139.00

Item No.3: PVC fittings : Purchasing and supplying at store or site of work G.I./P.V.C. Specials as per requirement incl. Railway

freight, loading, unloading, stacking, and carting from store to site. Sales tax, insurance, octroi, GST & all taxes etc.

UPVC Couplers 15 mm Dia.

3a UPVC Couplers 90 mm Dia. 17.00 No. 78.00

3b Bib Tap 15 mm Dia. 1995.00 No. 25.00

3c PVC Flange with pail pieces 90 mm Dia 17.00 No. 236.00

3d Service Saddle 15 mm Dia. (110/90/75/63/50 mm × 15 mm Dia.) 1995.00 No. 50.00

3e Nut bolt 68.00 No. 40.00

3f UPVC Tee (Moulded) 1995.00 No. 20.00

3g UPVC Elbow 15 mm Dia. 7980.00 No. 6.00

3h UPVC Elbow 90 mm Dia. 17.00 No. 216.00

3i UPVC Clamp 1995.00 No. 10.00

Item No.4: Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and strutting if

required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up

4 to all required lead cleaning the site etc. complete for all lifts and strata as specified.

Upton 0 to 1.5 Mt. Depth

In all sorts of soil and soft murrum 718.28 Cu.m 102.35

4a In hard murrum, boulders incl. macadam road. 2718.78 Cu.m 155.25

Item No.5: Lowering, laying, fixing and jointing PVC/UPVC/CPVC pipes and specials of following class and Diameter including

cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic

testing as per ISI code. Rate is taken for 63 mm and prorated for 15 mm

5a 90 mm Dia 85.00 Rmt 19.55

Item No.6: Refilling the pipeline trenches incl. ramming, watering, consolidating disposal of surplus stuff as directed within a

radius of 3 km. 3422.26 Cu.m 25.30

7 Item No.7: Cutting of Road : C.C 1:2:4 or RCC 142.33 Cu.m 427.80

7a IPS Cutting 89.78 Cu.m 427.80

Item No.8: Providing and casting in situ mass cement concrete in 1:4:8 proportion using granite quartzite trap metal of size

8 mm to 40 mm including consolidation curing etc. complete.

Item No.9: Making hole for Fitting saddle in to Existing pipe (110/90/63/50 mm) or New laying pipe. Lowering, laying and

9 jointing 110/90/63/50 mm × 15 mm Dia. Service Saddle including cost of labour, material, with cement solvent, giving

satisfactory hydraulic testing as per ISI code.

Total for Schedule-B3(Rs.)

SUMMARY (SCHEDULE-B)

KUNTA WATER SUPPLY PROJECT

KUNTA WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING PROVIDING, SUPPLYING, LOWERING, LAYING

AND JOINTING DI PIPELINE FOR GRAVITY MAIN & RISING MAIN, CONSTRUCTION OF HOUSE CONNECTION, RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION

WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION ETC.INCLUDING OPERATION & MAINTENANCE FOR 5 YEAR. FOR MORAI WATER SUPPLY SCHEME

(PHASE-2) FOR VAPI MUNICIPAL CORPORATION, DISTRICT: VALSAD.”

SCHEDULE - B4: SITC Work of Intrumentation work & Scada System at Gravity distribution network location for Kunta Area

No. TOTAL AMOUNT

No. TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.1: Supply, Installation, Testing and Commissioning of ISI mark CI D/F Sluice Valve as per IS 14846 PN 1.0 with

Electrically / Manually operated including non-modulating type (ON/OFF operation only), Motorised valve shall be suitable

for underwater operation in case of flooding in the chamber(Min IP68 rated). Type of valve, pressure of water, location and

interface to be provided for correct valve operation. valves can be modulating also, you can use for flow control. Non -

modulating are ON / OFF type only (Open / Close type) of following sizes with Integral Starter, SS 304 seat rings, SS rising

spindle with all hot dipped galvanised hardware, bolts, nuts & washers, gaskets and handwheel including all taxes,

insurance, transportation, freight charges, Inspection Charges, loading unloading, conveyance to pump house, stacking,

security etc. complete as per IS and Specification.

Lowering, laying and jointing C. I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all

labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.

200 mm NB (Electrically Operated)

1a 250 mm NB (Electrically Operated) 1.00 No. 472212.90

1b 400 mm NB (Electrically Operated) 2.00 No. 509248.65

1c 500 mm NB (Electrically Operated) 2.00 No. 570394.75

1d 600 mm NB (Electrically Operated) 1.00 No. 614500.05

Item No.2: Electromagnetic Flow Meter- Regular Power Operated- PN 10 :

Supply, installation, testing and commissioning of remote type Full Bore Electromagnetic flow meter comprising of IP-68

Sensor SS304/ Metallic Alloy Flow Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy Grounding Ring/ Inbuilt

Grounding Electrode, Neoprene/ Polyurethane/ Hard Rubber/ Rilsan lining, SS304/ Die Cast Aluminium/ Carbon steel with

Anticorrosive Paint Coil Housing with Junction Box, CS flanges.

Flow Transmitter: Microprocessor based, Modular design, 2 line LCD for indication of actual flow rate, forward, reverse,

sum totaliser display, ±0.5% accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with HART/Modbus output, one scalable pulse,

one status output, IP 67 protection, Die cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with

glass window enclosure, Inbuilt EEPROM and Data Logger, 20 meters cable length for sensor to transmitter communication

etc. along with wall mounted/ stand mounted cabinet.

Panel mounted flow indicator cum Totalizer along with all mounting accessories, hardware, etc. complete in all respect and

as per specs and shall have following size measurement range. The scope also includes necessary connection with header

200 mm Nominal Bore

2a 250 mm Nominal Bore 1.00 No. 117201.00

2b 400 mm Nominal Bore 2.00 No. 211120.00

2c 500 mm Nominal Bore 2.00 No. 263124.00

2d 600 mm Nominal Bore 1.00 No. 303222.00

Item No.3: Design , Supply, Installation, Testing, Commissioning of Bourdon Type Pressure Guage, +1& accuracy, Direct

bottom 1/2" NPT (M) process connection, IP 67, Glycerine filled, SS304 case with Bayonet Type Bezel, SS316 L Bourdon

Tube, SS316 movement material, Aluminium Dia with black graduation on white background, Micro Zero adjustable pointer,

neoprene gasket, Blow out disc, shatter proof glass, SS tag plate as per IS 3624. - 0 to 10 Kg/cm2.

100 mm Dia Size

Item No.4: Supply, installation, testing and commissioning of Pressure Transmitter with Micro-processor based integral

LED/ LCD display along with, manifold valve, required fittings, tubing (all valves, fittings, tubing's, etc. shall be in SS

only) all accessories, hardware, etc. complete in all respects as per specifications and having following measurement

Range : 0 to 10 or o to 20Kg/cm2

Item No.5: Construction of RCC Valve Chamber including dewatering required. Damage to existing pipe shall be made good

as per original. Slope of chamber shall be such that excess water shall be drained and taken to a local drain. Space for

maintenance shall be provided. (Chamber can be bigger. ensure rung ladders or similar is provided for person to access the

Item No.6: Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4) (proportions as per mix design

or as per Table 9 of IS456 2000 in masses by weigh batching) using granite, quartzite trap metal of size 6 mm to 20 mm for

RCC work, including scaffolding centring, form work, needle vibrated consolidation, curing comp. up to 6 meter depth or

height (excluding cost of reinforcement and neat finishing) with centring and shuttering/DE shuttering etc. comp. for

structure for other than water retaining. Footing for column or foundation

(with form work)

Panel Foundation for Field PLC/RTU Panel

6 Size : 1.8 m L X 0.8 m W X 0.5 m H (7 Location) 5.04 Cu.m 5641.90

Item No.7: PLC SCADA SYSTEM

PLC/RTU Panel for Field Location

Supply, Installation, Testing & Commissioning of PLC/RTU panel including PLC, Gateway with SIM Card for remote operation

and monitoring of Flow, Pressure and Valve parameters.

Minimum 8DI, 4 DO, 2AI, 1RS485 communication shall be considered.

Real time communication with central SCADA shall be considered for operation and monitoring from central SCADA.

Panel Shall be IP65 with Local indication and push button for Local operations of valve. UPS with battery backup of

minutes shall be provided in the panel.

20 meter Power Cable from 415 supply nearby shall be considered up to PLC/RTU panel.

No. TOTAL AMOUNT

No. TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.8: POWER AND INSTRUMENT CABLE & ACCESSORIES

Supply, Laying, Installation, Connection, Termination, Testing & Commissioning of Instrument Cables, along with cable

glands, lugs, cable trays, required junction boxes, fittings and accessories as per specs.

The unit rate shall include

a. Supply, loading & unloading of the cable at site from store.

b. Shifting of cable from site store to place of installation.

c. Fixing of cable clamps, brackets, supports, route markers etc. where ever required to fix the cables safely.

d. Excavation, back filling and levelling of ground along with laying of fine sand, protection bricks and other necessary civil

material for laying cables outside the building.

e. Testing and submission of sketches & reports of all the cables laid.

Power Cable -3C x 4 sq.mm.

8a Control Cable -8C x 1.5 sq.mm. 350.00 m 145.00

8b Signal Cable - 1P x 1.5 sq.mm. 420.00 m 127.00

Item No.9: CABLE END TERMINATION AND CONNECTION

Supply, fixing, connection, testing and commissioning of double compression brass cable glands and crimping type

Bimetallic lugs / sockets with necessary tools and equipment as specified in specifications and IS complete in all respects.

The glands and lugs / sockets shall be suitable for cable size and type mentioned above. The job also includes earthing the

glands and armour of the cable with common earth bar or flexible copper mesh as applicable.

Power Cable -3C x 4 sq.mm.

9a Control Cable -8C x 1.5 sq.mm. 70.00 No. 135.00

9b Signal Cable - 1P x 1.5 sq.mm. 105.00 No. 115.00

Item No.10: Instrument Cable Tray

Providing and fixing approved make Perforated C type cable tray. Made from sheet steel. The cable tray should be single

or double bended as per required and as per IS 2062/1079 and shall be coated with hot dip galvanizing as per IS 2629/4759.

with max 17.5% perforation with coupler plate / Fish plate and GI hardware like nut - bolt and washers etc. erection with

necessary support( included) as per Specification and as per instruction of engineer in charge.

50 X 50 X 1.6 mm Thick

Item No.11: Supplying & erecting Funnel type earthing having earth plate of following size burred in specifically prepared

earth pit 3 m below ground with 40 kg charcoal & salt with alternate layers of charcoal & salt , 20 mm Dia GI pipe with

funnel with a wire mesh for watering & brick masonry block CI cover complete as per para 7.3 of IS 3043 with necessary

length of double GI/copper earth wire No.6 SWG bolted with lug to the plate & covered in 12 mm Dia GI pipe 2.5 mt. long

complete connected to the nearest switch gear with ends socket as per direction & duly tested by earth tester conforming

to IS (As per Drawing) with following specifications.

With 30 x 30 x 0.35 cms: C.I. earth plate.

Item No.12: Supply, erection, testing & commissioning of Cast Alu. Junction Boxes along with all required hardware in GI,

supporting structure, etc. complete in all respects as per following:

10 Terminal Junction box (suitable for cable)

12a 25 Terminal Junction box (suitable for cable) 7.00 No. 5000.00

Item No.13: Cable Trench, Laying & Installation of Cable; Making cable trench in soft soil of suitable width of 90cms deep

for laying cable all over the run and back filling the same and making the surface as normal ground as per IS &

(For laying cable in ground)

Item No.14: Cable Covering in Trench: Cable Covering with second class bricks or cement tiles laid cover the cable

crosswise & also on both side with covering of 7.5cms. Layer of sand above & below cable (16 bricks per meter.) as per IS &

(For cable in ground)

Item No.15: Supplying rubber matting of following thickness as per IS:15652/IEC

4 mm Thickness.

Item No.16: Providing and erecting metallic vitrified danger notice board as per language suggested by engineer in charge

for MEDIUM VOLTAGE installation to be erected as per IS-2551.

Item No.17: Providing and fixing printed instruction chart both in English and Gujarati and duly framed with front glasses,

for treatment of person suffering from Electric shock with minimum 50" diagonally size.

Item No.18: Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn, crepe bandage,

gauge bandage, medicated ready to use bandage (Band-aid adhesive tape for medicinal user, Scissors, anti-septic solution

(Savlon or similar) etc. (All above contents shall be of standard makes)

Item No.19: Supplying & erecting D.C.P. type fire extinguisher for following capacity cartridge type with gun metal cap

150 gram CO2 gas cartridge, powder and brackets confirming to IS 2171 1985 and complete erected with necessary clamps

made from 50 x 6 mm M S Flat with nuts and bolts grouted in wall complete. [A] For 5 Kg Capacity.

Total for Schedule-B4(Rs.) =

SUMMARY (SCHEDULE-B)KUNTA WATER SUPPLY PROJECT

KUNTA WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING PROVIDING, SUPPLYING, LOWERING, LAYING AND

JOINTING DI PIPELINE FOR GRAVITY MAIN & RISING MAIN, CONSTRUCTION OF HOUSE CONNECTION, RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK &

SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION ETC.INCLUDING OPERATION & MAINTENANCE FOR 5 YEAR. FOR MORAI WATER SUPPLY SCHEME (PHASE-2) FOR

VAPI MUNICIPAL CORPORATION, DISTRICT: VALSAD.”

SCHEDULE-C: OPERATION & MAINTANANCE (FOR 5 YEARS)

Description Qty Unit Rate Amount

ITEM NO.1: Comprehensive Operation and Maintenance of Rising Main and Gravity Main distribution pipeline network. This system

includes Headwork Development, House Connectivity, SITC work of Instrumentation work & Scada System at Gravity Distribution Network

to ensure reliable water distribution and other allied works. This also involves the integration of essential mechanical, instrumentation,

and electrical components, alongside headwork to enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance

3) Preventive or Periodic Maintenance,

4) Major Maintenance (or Special repairs and replacement including Training to O & M staff of Municipality.

The rate shall also include all consumables and deployment of Manpower but excluding electric power (The electrical bill for power shall

be paid by the municipality) . The O & M work shall be carried out as per detailed specifications in the tender & maintaining the record

1 Per Year 16,50,531.00

ITEM NO.2: Comprehensive Operation and Maintenance of Rising Main and Gravity Main distribution pipeline network. This system

includes Headwork Development, House Connectivity, SITC work of Instrumentation work & Scada System at Gravity Distribution Network

to ensure reliable water distribution and other allied works. This also involves the integration of essential mechanical, instrumentation,

and electrical components, alongside headwork to enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance

3) Preventive or Periodic Maintenance,

2 4) Major Maintenance (or Special repairs and replacement including Training to O & M staff of Municipality.

The rate shall also include all consumables and deployment of Manpower but excluding electric power (The electrical bill for power shall

be paid by the municipality) . The O & M work shall be carried out as per detailed specifications in the tender & maintaining the record

1 Per Year 19,80,637.20

ITEM NO.3: Comprehensive Operation and Maintenance of Rising Main and Gravity Main distribution pipeline network. This system

includes Headwork Development, House Connectivity, SITC work of Instrumentation work & Scada System at Gravity Distribution Network

to ensure reliable water distribution and other allied works. This also involves the integration of essential mechanical, instrumentation,

and electrical components, alongside headwork to enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance

3) Preventive or Periodic Maintenance,

3 4) Major Maintenance (or Special repairs and replacement including Training to O & M staff of Municipality.

The rate shall also include all consumables and deployment of Manpower but excluding electric power (The electrical bill for power shall

be paid by the municipality) . The O & M work shall be carried out as per detailed specifications in the tender & maintaining the record

1 Per Year 22,00,708.00

ITEM NO.4: Comprehensive Operation and Maintenance of Rising Main and Gravity Main distribution pipeline network. This system

includes Headwork Development, House Connectivity, SITC work of Instrumentation work & Scada System at Gravity Distribution Network

to ensure reliable water distribution and other allied works. This also involves the integration of essential mechanical, instrumentation,

and electrical components, alongside headwork to enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance

3) Preventive or Periodic Maintenance,

4 4) Major Maintenance (or Special repairs and replacement including Training to O & M staff of Municipality.

The rate shall also include all consumables and deployment of Manpower but excluding electric power (The electrical bill for power shall

be paid by the municipality) . The O & M work shall be carried out as per detailed specifications in the tender & maintaining the record

ITEM NO.5: Comprehensive Operation and Maintenance of Rising Main and Gravity Main distribution pipeline network. This system

includes Headwork Development, House Connectivity, SITC work of Instrumentation work & Scada System at Gravity Distribution Network

to ensure reliable water distribution and other allied works. This also involves the integration of essential mechanical, instrumentation,

and electrical components, alongside headwork to enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance

3) Preventive or Periodic Maintenance,

4) Major Maintenance (or Special repairs and replacement including Training to O & M staff of Municipality.

The rate shall also include all consumables and deployment of Manpower but excluding electric power (The electrical bill for power shall

be paid by the municipality) . The O & M work shall be carried out as per detailed specifications in the tender & maintaining the record

1 Per Year 27,50,885.00

Total for Schedule-C (Rs.)