CHHIRI, CHHARWADA UNDER GROUND DRAINAGE: WORKING SURVEY, SOIL INVESTIGATION, DESIGN OF UNDERGROUND DRAINAGE PROJECT. WORK INCLUDING PROVIDING, SUPPLYING, LOWERING LAYING, JOINTING, TESTING & COMMISSIONING OF RCC NP3 PIPES FOR SEWER COLLECTING SYSTEM - GRAVITY MAINS AND DI PIPES FOR RISING MAIN PIPELINE, CONSTRUCTION OF SEWAGE PUMPING STATION (SPS), SUPPLYING, ERECTING, TESTING & COMMISSIONING OF PUMPING MACHINERIES, CONSTRUCTION HOUSE CONNECTION & INSPECTION CHAMBER, RCC ROAD & COMPOUND WALL, ELECTRIFICATION WORK & SITC OF SCADA & INSTRUMENTATION WORK FOR GRAVITY MAIN ETC. FOR CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT, WORK INCLUDING 5 YEARS OF OPERATION & MAINTENANCE FOR VAPI MUNICIPAL CORPORATION, DISTRICT: VALSAD.”- (2nd Attempt)

SUMMARY (SCHEDULE-B)_

CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT

BID DOCUMENTS FOR

1) CHHIRI, CHHARWADA UNDER GROUND DRAINAGE: WORKING SURVEY, SOIL INVESTIGATION, DESIGN OF UNDERGROUND DRAINAGE PROJECT. WORK

INCLUDING PROVIDING, SUPPLYING, LOWERING LAYING, JOINTING, TESTING & COMMISSIONING OF RCC NP3 PIPES FOR SEWER COLLECTING SYSTEM - GRAVITY

MAINS AND DI PIPES FOR RISING MAIN PIPELINE, CONSTRUCTION OF SEWAGE PUMPING STATION (SPS), SUPPLYING, ERECTING, TESTING & COMMISSIONING OF

PUMPING MACHINERIES, CONSTRUCTION HOUSE CONNECTION & INSPECTION CHAMBER, RCC ROAD & COMPOUND WALL, ELECTRIFICATION WORK & SITC OF SCADA

& INSTRUMENTATION WORK FOR GRAVITY MAIN ETC. FOR CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT, WORK INCLUDING 5 YEARS OF OPERATION

& MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”- (2nd Attempt)

SR NO SCHEDULES NAME OF WORK AMOUNT (RS.)

1) CHHIRI, CHHARWADA UNDER GROUND DRAINAGE

1 SCHEDULE - B1 DESIGNING & CONSTRUCTING OF SEWERAGE (SEWAGE COLLECTING SYSTEM)- GRAVITY MAINS

2 SCHEDULE - B2 CONSTRUCTION OF SEWAGE PUMPING STATION

3 SCHEDULE - B3 RISING MAIN PIPELINES

4 SCHEDULE - B4 SUPPLYING, ERECTING, TESTING & COMMISSIONING OF PUMPING MACHINERIES

5 SCHEDULE - B5 CONSTRUCTION OF HOUSE CONNECTION- 7809 Nos.

6 SCHEDULE - B6 CONSTRUCTION OF INSPECTION CHAMBER-2766 Nos.

7 SCHEDULE - B7 SITC OF SCADA & INSTRUMENTATION WORK FOR GRAVITY MAIN

Amount (1) in Rs.

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

Total Amount (1+2) in Rs.

Total Amount (1+2) 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)_

CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT

1) CHHIRI, CHHARWADA UNDER GROUND DRAINAGE: WORKING SURVEY, SOIL INVESTIGATION, DESIGN OF UNDERGROUND DRAINAGE PROJECT. WORK INCLUDING

PROVIDING, SUPPLYING, LOWERING LAYING, JOINTING, TESTING & COMMISSIONING OF RCC NP3 PIPES FOR SEWER COLLECTING SYSTEM - GRAVITY MAINS AND DI

PIPES FOR RISING MAIN PIPELINE, CONSTRUCTION OF SEWAGE PUMPING STATION (SPS), SUPPLYING, ERECTING, TESTING & COMMISSIONING OF PUMPING

MACHINERIES, CONSTRUCTION HOUSE CONNECTION & INSPECTION CHAMBER, RCC ROAD & COMPOUND WALL, ELECTRIFICATION WORK & SITC OF SCADA &

INSTRUMENTATION WORK FOR GRAVITY MAIN ETC. FOR CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT, WORK INCLUDING 5 YEARS OF OPERATION &

MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”- (2nd Attempt)

SCHEDULE - B1: DESIGNING & CONSTRUCTING OF SEWERAGE (SEWAGE COLLECTING SYSTEM)- GRAVITY MAINS

SR. RATE TOTAL AMOUNT

SR. RATE TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT

Item No.1: Providing and supplying ISI standard RCC pipes (of Sulphate resisting Cement) in standard lengths of following class

and diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight

charges, octroi ,inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete as per (IS

458/1989). Class NP3 Test pressure 0.7 Kg/sq.cm

Note : One collar should be provided with each full length plain ended RCC pipe, cost included in rates below. One rubber ring

should be supplied with each full length socketed pipe, cost included in rates below.

300 mm dia NP3 class (Horizontal cast)

1a 350 mm dia NP3 class (Horizontal cast) 2,116 Rmt 879.00

1b 400 mm dia NP3 class (Horizontal cast) 1,309 Rmt 1150.00

1c 450 mm dia NP3 class (Horizontal cast) 1,336 Rmt 1361.00

1d 500 mm dia NP3 class (Horizontal cast) 1,658 Rmt 1485.00

1e 600 mm dia NP3 class (Horizontal cast) 2,881 Rmt 1946.00

1f 700 mm dia NP3 class (Horizontal cast) 1,489 Rmt 2897.00

1g 800 mm dia NP3 class (Horizontal cast) 243 Rmt 3175.00

1h 900 mm dia NP3 class (Horizontal cast) 1,269 Rmt 3601.00

Item No.2: RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200

Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat,

2 curing Mold work etc. Heavy duty

I) Frame suitable for 50cm opening of MH 1,876 No. 1121.00

2a ii) Cover suitable for 50cm opening of MH 1,876 No. 1173.00

Item No.3: Supplying and fixing of Sewerage System Eco tech Device, removable basket type composite solids retention

grating of composite material from carbon black fibre and GRP (corrosion and fire resistant material), having minimum 7 mm

thickness to withstand load of 0.5 MT & 6 mm dia. holes with suitable clamping arrangement to suit 500 mm dia manhole

opening and depression of 250 mm on existing RCC frame as shown in drawing, suitable for all type of Maintenance Hole

3 including all taxes but GST (to be paid separately in addition this rate), insurance, transportation, freight charges, octroi,

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

shall be suitable Nut & Bolt or equivalent so that only authorised person can access it for removal or reinstallation duly

endorsed and empowered by the authority.

Item No.4: Excavation: Excavation for pipeline 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 lifts and strata as specified.

0 to 1.5 Mt. Depth

In all sorts of soil and soft murrum

4a In hard murrum,boulders,incl. Macadam road 19,876 Cu.m 155.25

4b Soft rock and masonry in CM or LM or Lime concrete 3,975 Cu.m 187.45

1.5 m to 3.0 m Depth

In all sorts of soil and soft murrum 29,762 Cu.m 112.70

4d In hard murrum,boulders,incl. Macadam road 14,881 Cu.m 170.20

4e Soft rock and masonry in CM or LM or Lime concrete 2,480 Cu.m 205.85

4f In Hard rock and in CC 1:2:4 or RCC with blasting, breaking, chiseling or by chiseling/breaking only. 2,480 Cu.m 446.20

3.0 m to 4.5 m Depth

In all sorts of soil and soft murrum 4,660 Cu.m 118.45

4h In hard murrum,boulders,incl. Macadam road 4,078 Cu.m 177.10

4i Soft rock and masonry in CM or LM or Lime concrete 1,748 Cu.m 215.05

4g In Hard rock and in CC 1:2:4 or RCC with blasting, breaking, chiseling or by chiseling/breaking only. 1,165 Cu.m 456.55

4.5 m to 6.0 m Depth

In all sorts of soil and soft murrum 65.93 Cu.m 125.35

4i In hard murrum,boulders,incl. Macadam road 65.93 Cu.m 185.15

4j Soft rock and masonry in CM or LM or Lime concrete 98.90 Cu.m 224.25

4k In Hard rock and in CC 1:2:4 or RCC with blasting, breaking, chiseling or by chiseling/breaking only. 98.90 Cu.m 465.75

Item No.5: Lowering , Laying & Jointing RCC pipes: Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following

diameters in proper position, grade and alignment at all level as directed by Engineer-in-charge including conveyance from

5 stores to site of work, labour, giving hydraulic testing as per ISI code.

300 mm dia NP3 class

5a 350 mm dia NP3 class 2,015 Rmt 152.95

5b 400 mm dia NP3 class 1,246 Rmt 174.80

5c 450 mm dia NP3 class 1,272 Rmt 196.65

5d 500 mm dia NP3 class 1,579 Rmt 217.35

5e 600 mm dia NP3 class 2,744 Rmt 262.20

5f 700 mm dia NP3 class 1,418 Rmt 308.20

5g 800 mm dia NP3 class 231 Rmt 347.30

5h 900 mm dia NP3 class 1,209 Rmt 391.00

SR. RATE TOTAL AMOUNT

SR. RATE TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT

Item No.6: Manholes : Providing and constructing Sewer manholes, scraper manholes and unit house connection chamber, as

per the type design in brick masonry in C. M. 1:5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm

coping with reinforcement in R.C.C.M. 200 fixing C. I. steps and fixing manhole frame and covers (But excluding supply of

manhole frame and covers) over manholes and house connection chambers and fixing Manhole covers (but excluding supplying

of manhole covers) over scraper manhole etc. complete, providing and fixing safety chain wherever necessary as per the

6 stipulations in the type design complete as per latest CPHEEO manual. (excl. excavation).

Manhole type "A" circular type having inside diameter of 1200 mm for depth up to 1.5 m depth (for 150 mm to 500 mm dia

i) MH type "A" up to depth 1.0 m

6a ii) Extra depth beyond 1.0 m but up to 1.5 m depth for "A" type manhole above 129 Rmt 7622.20

Manhole type "B" circular type having inside diameter of minimum 1500 mm for depth from 1.5 m to 4.0 m (for 150 mm to

6b mm dia sewer)

i) Type "B" up to depth 1.5 m 1,401 No. 24283.40

6c ii) Extra depth beyond 1.5 m but up to 4.0 m depth for "B" type manhole above 1,338 Rmt 14159.95

Manhole type "C" circular type having inside diameter of minimum 1500 mm for depth from 4 m to 6.0 m (for 150 mm to

6d mm dia sewer)

i) Type "C" up to depth 4 m 93 No. 60844.20

6e ii) Extra depth beyond 4 m but up to 6.0 m depth for "C" type manhole above 31 Rmt 21603.90

Item No.7: Vertical Drop Manhole : Providing and constructing vertical drop arrangement of 0.6 m. and more height as

required including providing and jointing special such as double T, Bends, required stoneware pipes fixed in M-100 CC at

7 required level as type design, cutting, jointing and filleting as per specification etc. complete.

Vertical Drop arrangement - up to 0.6 m height.

7a Extra height above for additional drop beyond 0.6 m. 13 Rmt 2214.90

Item No.8: Bedding : Providing bedding incl ramming, watering, levelling, consolidating etc. completed as per standard and

8 instruction of engineer in charge. (As above with selected earth available near site )

Item No.9: Refilling the Pipeline Trenches incl. Ramming, watering, consolidating and disposal of surplus stuff as directed

within a radius of 3 KM. Refilling as directed. 1,26,634 Cu.m 25.30

Item No.10: Drilling of 600mm dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with

10 required length incl fixing of 500mm dia RCC casing pipe with pushing etc complete various size of pipe for 273.1 to 355.6mm

dia watermain (For 45 mt. Length) 50 Rmt 13344.78

Drilling of 900mm dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with required length

10.a incl fixing of 800mm dia RCC casing pipe with pushing etc complete various size of pipe for 406.4 to 508mm dia watermain (for

45 Mtr. Length) 25 Rmt 25712.67

Drilling of 1300mm dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with required

10.b length incl fixing of 1200mm dia RCC casing pipe with pushing etc complete various size of pipe for 559 to 711mm dia

watermain (for 45 Mtr. Length) 25 Rmt 47367.79

Item No.11: 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-

11 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) 14,889 Sq.m 704.78

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

11.a 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 position etc. 44,667 Sq.m 963.16

Item No.12: Ventilating Column Providing and erecting C.I. and MS Ventilating Columns 15 cms dia with C.I. ornamental cap

and Min. 6mtr Height ( Height may be varying as per site) based fixed firmly with necessary foundation with one coat of red

lead oxide paint and one coat of any approved colour with 15 cms, dia10 Mt in length with 0.35mt * 0.35mt * M100 Encasing

Stoneware or RCC Pipe Connection with M.H. including excavation and jointing as required etc. complete as or drawing. For

12 mt. Height ( 2 m C.I. and 10 m M.S.), Work including providing and fixing of 150mm Stainless Steel Unpowered Roof Mounted

Ventilation Fans with flange arrangement to fixing a fan with ventilating column pipe on top of ventilating column, work

including required gasket, nut bolts, manpower, tools & tackles etc completed

Total for Schedule-B1(Rs.) =

SUMMARY (SCHEDULE-B)_

CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT

1) CHHIRI, CHHARWADA UNDER GROUND DRAINAGE: WORKING SURVEY, SOIL INVESTIGATION, DESIGN OF UNDERGROUND DRAINAGE PROJECT. WORK INCLUDING

PROVIDING, SUPPLYING, LOWERING LAYING, JOINTING, TESTING & COMMISSIONING OF RCC NP3 PIPES FOR SEWER COLLECTING SYSTEM - GRAVITY MAINS AND DI

PIPES FOR RISING MAIN PIPELINE, CONSTRUCTION OF SEWAGE PUMPING STATION (SPS), SUPPLYING, ERECTING, TESTING & COMMISSIONING OF PUMPING

MACHINERIES, CONSTRUCTION HOUSE CONNECTION & INSPECTION CHAMBER, RCC ROAD & COMPOUND WALL, ELECTRIFICATION WORK & SITC OF SCADA &

INSTRUMENTATION WORK FOR GRAVITY MAIN ETC. FOR CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT, WORK INCLUDING 5 YEARS OF OPERATION &

MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”- (2nd Attempt)

SCHEDULE - B2:CONSTRUCTION OF SEWAGE PUMPING STATION

RATE TOTAL AMOUNT

RATE TOTAL AMOUNT

SR. No. ITEM DESCRIPTION QTY. UNIT

Item No.1: Excavation for well including removing and spreading the excavated stuffs directed with all lead.

For Inlet, Screen Channel & Well Sump:

0 to 1.5 m depth

In all sorts of soil and soft murrum 670.59 Cu.m 147.20

1a In Hard Murrum 239.50 Cu.m 213.90

1b In Soft Rock 47.90 Cu.m 313.95

In all sorts of soil and soft murrum 538.27 Cu.m 162.15

1d In Hard Murrum 269.14 Cu.m 228.85

1e In Soft Rock 44.85 Cu.m 328.90

1f Hard Rock 44.85 Cu.m 776.25

In all sorts of soil and soft murrum 335.49 Cu.m 178.25

1h In Hard Murrum 293.56 Cu.m 244.95

1i In Soft Rock 125.81 Cu.m 345.00

1j Hard Rock 83.88 Cu.m 794.65

In all sorts of soil and soft murrum 141.34 Cu.m 197.80

1l In Hard Murrum 141.34 Cu.m 264.50

1m In Soft Rock 212.03 Cu.m 364.55

1n Hard Rock 212.03 Cu.m 813.05

In Ordinary Soil 48.72 Cu.m 218.50

1p In Hard Murrum 73.07 Cu.m 286.35

1q In Soft Rock 194.86 Cu.m 386.40

1r Hard Rock 170.51 Cu.m 834.90

In Ordinary Soil 8.29 Cu.m 241.50

1t In Hard Murrum 8.29 Cu.m 309.35

1u In Soft Rock 74.62 Cu.m 411.70

1v Hard Rock 74.62 Cu.m 860.20

Item No.2: Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp.to prop. 1:3:6)

using granite quartzite trap metal of size 12 mm to 25 mm incl. consolidation curing etc. complete. - with form

work pcc for raft

pcc for raft 47.52 Cu.m 4567.80

2a pcc for steps 6.09 Cu.m 4567.80

Item No.3: Providing and cast in situ mass C.C in grade M-30 proportions ingredients as per mix design by weigth

batching using granite, quartzite trap metal of size 12 mm to 20 mm and 6 mm to 12 mm including scaffolding

3 centering formwork, needle vibrated consolidation, curing and hydrolic testing etc. complete. up to 6 meter

height / depth Av. G.L. for all water retaining structures.

Flat bottom slab/floor slab/slab with shuttering (RCC for Raft) 142.84 Cu.m 9444.95

3a Above 25 cm (RCC for Wall - long side) 431.90 Cu.m 9295.45

3b Precast Slab over chamber 7.26 Cu.m 9444.95

3c Flat bottom slab/floor slab/slab with shuttering (rcc for top slab) 35.63 Cu.m 9444.95

3d Beams/ ring beams/girders (rcc for beam) 18.85 Cu.m 9758.9

Item No.4: Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as

directed within a radius of 3 km. Refilling as directed. 3424.62 Cu.m 25.30

Item No.5: 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 reservoirs/structures only including lift up to 6 meter height or

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

Item No.6: Cement plaster 20 mm thick in C.M. 1:2 water proofing compound of approved quality including

6 finising etc complete

Inside & outside Plaster 2513.54 Sq.m 232.30

Item No.7: Providing and applying Epoxy paint of approved make to concrete surface for RCC ESR of GSR or any

other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-

7 charge necessary scaffolding etc. complete with all leads and lifts and giving satisfactory hydraulic test for water

tightness as per IS codes.

For new surface – Two coats 2170.94 Sq.m 103.50

Item No.8: Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting with two coats of

Anti-corrosive paint etc. complete. 59.00 No. 203.76

Item No.9: Providing Aluminium pole ladder made from channel size 44 mm x 25 mm x 3 mm and step made from

9 non sleep corrugated aluminium pipe 25 mm dia. complete with rubbers shores at top and bottom available in

Aluminium any height from 1.2 mt to 4.0mt. 23.15 Rmt 1140.80

Item No.10: Providing an fixing 25 mm x 5.2 mm MS railing with three horizontal rows and posts of angle iron of

10 size 65 mm x 65 mm x 8 mm RCC 150 mm and 1.15 meter height and placed at 1.85 mt / c/c including painting

two coats and anchorage in CC etc. complete. 184.00 Rmt 88.55

Item No.11: Providing and cast in situ mass C.C in grade M-25 proportions ingredients as per mix design by weigth

batching using granite, quartzite trap of size 12 mm to 20 mm and 6 mm to 12 mm including scaffolding centering

11 formwork, needle vibrated consolidation, curing and hydrolic testing etc. complete. up to 6 meter height / depth

Av. G.L. for all water retaining structures.

Beams/ ring beams/girders (RCC lintel for doors) 7.36 Cu.m 9599.05

RATE TOTAL AMOUNT

RATE TOTAL AMOUNT

SR. No. ITEM DESCRIPTION QTY. UNIT

11a Flat bottom slab/floor slab/slab with shuttering (RCC for roof slab) 23.64 Cu.m 9288.55

Item No.12: Brick work using common burnt clay building brick having crushing strength not less than

kg/sq.cm, in foundation and plinth in cement morter 1:6 (1- Cement : 6 -fine sand)(B) Conventional 81.83 Cu.m 4021.02

Item No.13: Providing & fixing rolling shutter of approved make of 80 mm wide MS lath interlocked together

through their entire length & jointed together at the end by end link mounted on special designed pipe shaft with

13 bracket plate guide channel and arrangement for inside & outside locking with push pull operation including cost

of hood cover & spring etc.(A) Shutters having width below 3.5 M

door frame and shutter (fully panelled) - 1 nos 16.20 Sq.m 3503.41

Item No.14: Providing and fixing window having extruded aluminum Colour anodized section frame main outer

size 127mm x 38.10mm x 1.35mm @wt. 1.384kg/m, horizontal Four track member size 122.20mm x 31.75mm x

1.10mm@ wt 1.205 kg/m, vertical member of size 122.20mm x 31.75mm x 1.50mm @1.398 kg/mt with sliding

14 shutters of horizontal member size 40mm x 18mm x 1.29mm@ 0.456kg/mt ,vertical member of size 40mm x

18mm x 1.29mm @ 0.456 kg/mt with 5 mm thick transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for

window frame and shutter - 3 nos 12.96 Sq.m 2140.33

14a Ventilator (fully glazed) - 2 nos 2.16 Sq.m 2140.33

Item No.15: 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting

of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement :

1-sand) etc. complete.

External plaster 509.07 Sq.m 300.66

Item No.16: Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement

mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with

grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete.

(A) 25mm thick 140.53 Sq.m 965.59

17 Item No.17: Providing 1 mm. thick M.S. chequered plates for floor of pump house. 2669.00 Kg 42.20

Item No.18: Compound wall of brick masonry: 156.00 Rmt

Construction of compound wall of brick masonry including all civil works with labour and material cost as per

rate analysis and as shown in drawing. Work including excavation for column footing in all type of strata.

Providing and laying of 100 mm thick PCC in M10 grade of concrete and 750x750x200 mm thick RCC column

footing,230x230x2.85 mt. height RCC column in M20 grade of concrete. 100 mm thick PCC providing and laying for

ground level beam in M10 grade, 230x350 mm RCC Ground level beam and 100 mm thick RCC coping at top on the

compound wall in M20 grade of concrete. all RCC work including formwork, curing, steel cutting, binding etc

18 completed. 230 mm thick x 1.5 mt. height from top of ground level beam in 1:6 cement mortar Brick wall

constructing by using common burnt building bricks having crushing strength not less that 35 Kg/Cm2. 20 mm

thick sand faced cement plaster on walls up to height 1.5 metres above ground level consisting of 12 mm thick

backing coat of C.M. 1:3 (1 cement : 3 sand ) and 8 mm thick finishing coat of C.M. 1:1 (1Cement : 1 Sand ) etc.

complete. water proofing cement paint of on wall surfaces (Three coats) to give an approved brand etc.

completed. Providing and fixing 1.20 Metre high fencing with M.S. Angle posts 40mm x 40 mm x6 mm and oil

painting 3 coats fixed at 2.5 Mt, C/c. with five Horizontal lines and two diagonals of galvanised steel barbed wire

weighting 9.38 Kg. per 100 Meter etc. completed as per minimum BoQ and tender drawings.

Item No.19: MS Gate for Compound Wall (MS gate size 4 m. X 2 m. in two parts & 2m x 2m wicket gate): 6 Nos.

Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint. (A)In beams and joists, channels angles Tees, flats, with connecting plates or

angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like.

Painting two coats (excluding priming coat) on new steel and other metal surface with synthetic enamel paint,

brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter. 120.00 Sq.m 65.31

Item No.20: 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

20 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

position comp. as per minimum BOQ. 156.00 Sq.m 963.16

Total for Schedule-B2(Rs.)

SUMMARY (SCHEDULE-B)_

CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT

1) CHHIRI, CHHARWADA UNDER GROUND DRAINAGE: WORKING SURVEY, SOIL INVESTIGATION, DESIGN OF UNDERGROUND DRAINAGE PROJECT. WORK INCLUDING

PROVIDING, SUPPLYING, LOWERING LAYING, JOINTING, TESTING & COMMISSIONING OF RCC NP3 PIPES FOR SEWER COLLECTING SYSTEM - GRAVITY MAINS AND DI

PIPES FOR RISING MAIN PIPELINE, CONSTRUCTION OF SEWAGE PUMPING STATION (SPS), SUPPLYING, ERECTING, TESTING & COMMISSIONING OF PUMPING

MACHINERIES, CONSTRUCTION HOUSE CONNECTION & INSPECTION CHAMBER, RCC ROAD & COMPOUND WALL, ELECTRIFICATION WORK & SITC OF SCADA &

INSTRUMENTATION WORK FOR GRAVITY MAIN ETC. FOR CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT, WORK INCLUDING 5 YEARS OF OPERATION &

MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”- (2nd Attempt)

SCHEDULE - B3: 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,

1 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, loading, unloading, carting, stacking,

insurance, inspection charges, octroi etc. complete.

Item No.3: 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

3 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 6780.38 Cu.m 102.35

3a In hard murrum,boulders,incl. Macadam road 2421.57 Cu.m 155.25

3b In soft rock and/or masonry in CM or L M or Lime Concrete. 484.32 Cu.m 187.45

For 1.5 to 3.0 m :

In all sorts of soil and soft murrum 2653.73 Cu.m 112.70

3d In hard murrum,boulders,incl. Macadam road 1326.87 Cu.m 170.20

3e In soft rock and/or masonry in CM or L M or Lime Concrete. 221.15 Cu.m 205.85

3f In hard rock and / or in C. C. 1:2:4 or RCC with blasting and chiseling or by chiseling only. 221.15 Cu.m 446.20

Item No.4: 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.5: Thurst Block : C.C. M-20 (without W.p. chemical): Providing and casting in situ C.C. in grade M-20(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 Complete up to

5 meter depth or height (excluding Cost of reinforcement and neat finishing) with centring and shuttering/DE shuttering etc.

complete for structure other than water retaining (Below G.L) Footing for column or foundation (with form work)

Item No.6: Reinforcement for Thrust Block : Supplying cutting, bending, binding and placing in position steel as per plan and

6 design and as per ISS 2502 including cost of steel and binding wire for structures only including lift up to 6 meter height or

depth below G.L., Do-Thermo mechanically treated (TMT) bars Fe-415 grade for all diameters. 4693.60 Kg 84.19

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

radius of 3 km. 12801.23 Cu.m 25.30

Item No.8: Asphalt Road Reinstatement : 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) 1614.38 Sq.m 704.78

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,

8a 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 position complete.

Item No.9: Culvert crossing.- Construction 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 centring, formwork, needle vibrated consolidation, curing complete up to 6 m depth or height

9 with centring 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 up to 6 m

height or depth below GL for all diameters. Supply, and installation 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 62.16 Cu.m 15666.00

Total for Schedule-B3(Rs.) =

SUMMARY (SCHEDULE-B)_

1) CHHIRI, CHHARWADA UNDER GROUND DRAINAGE: WORKING SURVEY, SOIL INVESTIGATION, DESIGN OF UNDERGROUND DRAINAGE PROJECT. WORK INCLUDING

PROVIDING, SUPPLYING, LOWERING LAYING, JOINTING, TESTING & COMMISSIONING OF RCC NP3 PIPES FOR SEWER COLLECTING SYSTEM - GRAVITY MAINS AND DI

PIPES FOR RISING MAIN PIPELINE, CONSTRUCTION OF SEWAGE PUMPING STATION (SPS), SUPPLYING, ERECTING, TESTING & COMMISSIONING OF PUMPING

MACHINERIES, CONSTRUCTION HOUSE CONNECTION & INSPECTION CHAMBER, RCC ROAD & COMPOUND WALL, ELECTRIFICATION WORK & SITC OF SCADA &

INSTRUMENTATION WORK FOR GRAVITY MAIN ETC. FOR CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT, WORK INCLUDING 5 YEARS OF OPERATION &

MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”- (2nd Attempt)

SCHEDULE - B4: SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF PUMP SET WITH PIPING, ACCESSORIES & ELECTRICAL EQUIPMENT

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

Item No.1: SUBMERSIBLE NON-CLOG VERTICAL PUMP

Supply, installation, testing & commissioning of sewage submersible, non clog type suitable for working on three phase,

Hz ± 3%, 415 V ± 10%, AC supply, 1450 RPM synchronous speed with 3 core flat copper cable from pump to starter panel with

1 cable end terminations, all supports, clamps, pipe fittings along with mechanical seal, bearing bush, strainer etc. complete

set & following M.O.C: Casing: CI, Impeller: SS CF8M, Wearing ring & Bearing bush: Bronze, TC mechanical seal, CS / SS

bearing, SS shaft with sleeve, SS strainer & MS motor body.

Capacity of pump - 6603 lpm & 16.5 m. head (37 kW/ 50 HP) - 1 working + 1 standby 2.00 Sets. 7,01,761.00

1a Capacity of pump - 6603 lpm & 17 m. head (37 kW/ 50 HP) - 2 working 2.00 Sets. 7,01,761.00

1b Capacity of pump - 19810 lpm & 22 m. head (110 kW/ 150 HP) - 2 working 2.00 Sets. 17,82,386.00

1c Capacity of pump - 3410 lpm & 10 m. head (11 kW/ 15 HP) - 1 working + 1 standby 2.00 Sets. 3,04,124.00

1d Capacity of pump - 6820 lpm & 10.5 m. head (22 kW/ 30 HP) - 1 working 1.00 Sets. 4,84,957.00

1e Capacity of pump - 10230 lpm & 14.5 m. head (45 kW/ 60 HP) - 2 working 2.00 Sets. 7,91,602.00

1f Capacity of pump - 3577 lpm & 13.5 m. head (18.5 kW/ 25 HP) - 1 working + 1 standby 2.00 Sets. 3,95,886.00

1g Capacity of pump - 7154 lpm & 14.5 m. head (37 kW/ 50 HP) - 1 working 1.00 Sets. 7,01,761.00

1h Capacity of pump - 10731 lpm & 22 m. head (75 kW/ 100 HP) - 2 working 2.00 Sets. 11,88,257.00

Item No.2: Providing and supplying D. I. K-9 D/F grade pipes for following nominal bore diameter with internal cement

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

2 conveyance to departmental stores, stacking etc. complete. (IS 8329-2000). For sewerage project cement mortar lining shall

be with sulphate resistance cement.

Item No.3: Providing and making flanged joints to flanged DI / C.I. pipes of all classes / specials etc. including cost of all

3 jointing materials rubber packing, nut bolts, inclduing lowering laying jointing labour hydraulic testing etc. complete.

200 mm Dia. 18.00 Joints 837.00

3a 250 mm Dia. 28.00 Joints 1,007.00

3b 300 mm Dia. 18.00 Joints 1,223.00

3c 400 mm Dia. 9.00 Joints 1,699.00

3d 500 mm Dia. 10.00 Joints 2,588.00

3e 750 mm Dia. 6.00 Joints 4,710.00

Item No.4: Sluice Valve : Supply, Installation, Testing and Commissioning of ISI mark CI D/F Sluice Valve as per IS

PN 1.0 following sizes with SS 304 seat rings, SS rising spindle with all hot dipped galvanised hardwares, bolts, nuts &

washers, gaskets including all taxes, insurance, transportation, freight charges, Inspection Charges, loading unloading,

conveyence to pump house, stacking, security etc. complete as per IS and Specification.

4 Including 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.

Item No.5: Reflux Valve : Providing and supplying ISI mark CI D/F Reflux Valves as per IS:5312 (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.

5 Including 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.

Item No.6: Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA standards of overall

length of minimum 300 mm, designed for 15 mm axial compression and 5 mm axial extension with tie rods etc. of following

MOC & pressure ratings.

6 MOC: Bellows: SA 240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as

per IS 1538 / IS 6392 ) & Limit Rods & Nuts: CS - IS

Item No.7: D.I. Specials - 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:8329/1994

7 delivery of specials is to be made to store or site of works any where in Gujarat including all taxes, loading, unloading,

carting, stacking, insurance, inspection charges, octroi etc. complete. Flanged ended.

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

Item No.8: Full Bore Electromagnetic Flow Meter- Regular Power operated: Design, Supply, Installation, Testing,

Commissioning of Full Bore Electromagnetic flow meter with factory calibrated, Regular Power Operated, flanged

connection, Flow sensor, Indicator, transmitter and totaliser with all accessories viz. surge arrestor, associated cables,

cabinets, hardwares, etc complete as per following specifications:

1. Flow Meter / Sensor : DC pulsed type, IP 68 Protection, Flanged process connection as per IS 1538 or equivalent standard,

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

8 Paint Coil Housing with Junction Box, CS flanges.

2. Flow Transmitter / Converter (Remote Field Mounted) : 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. alongwith wall mounted/ stand mounted cabinet.

On Header Pipe - 200 mm NB

8a On Header Pipe - 250 mm NB 1.00 No. 1,17,201.00

8b On Header Pipe - 350 mm NB 1.00 No. 1,85,900.00

Item No.9: Single Girder EOT Crane: Supply, installation, testing & commissioning single girder type fully electrically

operated EOT crane with electrically operated hoist, class II duty, geared travelling trolley with seven meter lift complete

with long travel rail track (40 mm sq. bar), moving or cross girder, all three motions electrically operated by suitable rating

9 motor IP 54, control panel & down pendant control block, brake, safety device, cables form motor to starter panel & other

required accessories & tested as per IS Specifications.

Span: 6 m - 9 m, Long travel: 12 m. & Lift: 6 m - 10 m.

2 Tonnes capacity 1.00 No. 4,76,250.00

9a 3 Tonnes capacity 1.00 No. 5,30,250.00

9b 5 Tonnes capacity 1.00 No. 6,08,250.00

Item No.10: Sluice Gate : Supply, installation, Testing and commisioning of manually operated, rising spindle type CI

Thimble mounted sluice gate as per IS 13349 including gate frame, wall thimble, gate slide, shutter, sheating/sealing faces,

sluice gates shall be upward opening wall thimble mounted suitable for isolating the flow of sewer into-out of the opening in

the wall. The gate shall be provided with pads on sides, top and bottom to mount the wedges. The gate shall be designed in

10 such manner, so that it can be operated at 8 m head. Gate frame and shutter of CI Gate IS 210 FG 260, Head stock assembly

bolts & SS ASTM A 276 Type 316, Stem operating nut SS ASTM A276 Type

Item No.11: Manually Cleaned Bar Screen

The screen shall be of removable type and shall consist of a welded stainless steel (AISI410) frame with vertical flats spaced

at 20mm.The flats shall not be less than 10mm in thickness and not less than 50mm deep.The flats shall not have any

joint.The spacing between the flats shall be uniform and preferably so maintained by adequate number of spacers,which

11 shall be so located as not to interfere with the raking operation. To facilitate the manual cleaning of the screen the

inclination of the screen shall be between 45º and 60º to the horizontal. Single piece screen width should not be more than

1.5m. Two numbers stainlesssteel rollers shall be fixe doneachside of frame to facilitate rolling contact with guide channel

during lifting and lowering of screen.

800 mm Width No.

Item No.12: 11 KV DP structure ( switch yard) - SITC of 11 KV D.P. 9 mtr high structure made of 6" X 3" "I" section girder, 4"

X 2" Channel, Clamps, Nuts, Bolts stay wires including earthing system with following accessories duly connected with ACSR

conductors as per drawing approved & in compliance with requirement of IEC. A) 11 KV 200 A drop out fuses with S.R.B.P

12 tubes carries- 1 Ser (01 Piece per phase), B) 11 KV 400 A GOD switch complete with earth switch, insulators, operating

handle with galvanised pipe, square bar etc - 1 set. C) 11 KV lightning arrestor with clamps - 3 Nos. D) 11 KV Disc Insulators

(70 KN) - 3 nos. E) 11 KV Pin Insulators (5 KN) - 3 Nos. (F) 20 mm dia. GI stay ses Complete

Item No.13: Transformer : SITC of outdoor type, three phase, oil immerged, distribution transformer (energy efficient) of

11/0.415 KV, copper double wound, Vector group Dy11, HV delta connected & LV star connected with neutral brought out

connected to provide seperate earthing terminals, bushing/ cable box on HV side and cable box on LV side suitable for cables

or Bus-bar as per requirement with standard fitting confirming to IS : 1180 (Part-1) / 2014 with its latest amendment

including first fill of transformer oil & following accessories:

a) Oil conservator with filing holes with cap and plain oil level guage. b) Silica gel dehydrating breather charged with silica

gel. c) Oil drained cum samping valve with plug. d) Oil filter valve. e) Lifting eyes/hooks/ lugs. f) Two earthing terminal. g)

diagram and rating plate. h) Air relase plug. i) Explosion vent with diaphram. j) Thermometer pocket. k) Four bi-directional

plain roller with base channel hauling holes. l) Fixed/ Seperate type radiator banks. m) Off circuit externally operated

13 tappimg switch. (For rating < 1000 kVA), n) 100 mm stein type oil temperature indicator.(For rating < 500 kVA), o) Bucholtz

relay with shut off valve (For rating > 500 kVA), p) 150 mm dial type oil temperature indicator with alarm / trip contect. (For

rating > 500 kVA), q) 150 mm dial type winding temperature indicator with Alarm/ Trip Contact (For rating > 1000 kVA), r)

Marshalling box (For rating > 500 kVA), s) 150 mm dial magnetic type oil guage (For rating > 1600 kVA), t) Inspection cover &

jacking plug (For rating > 1600 kVA)

For transformer having oil storage capacity for 2000 liters and higher, nitrogen injection fire protection system (NIFPS) is to

With off circuit tap changer +10% to -10% in steps of 2.5% Eff. Level-3

250 KVA Capacity Transformer

13a 400 KVA Capacity Transformer 2.00 Each 9,07,630.00

13b 500 KVA Capacity Transformer 2.00 Each 9,81,864.00

Item No.14: Transformer Foundation : Casting of transformer plinth / foundation including oil soak pit (where required) in

situ reinforced cement concrete in M 20 using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work including

providing of 53 grade cement & Fe 415 grade TMT bars, scaffolding, centering, form work, curing etc. complete.

RCC plinth / foundation for transformer of capacity ≤ 315 KVA.

14 System Voltage (Pri)/Tap Switch: up to 11 kV/OCTC

Transformer Rating (kVA): 500 kVA & 400 kVA

Plinth Dimensions (L x W x H): 1500x1500x

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

Transformer Rating (kVA): 250 kVA

Plinth Dimensions (L x W x H): 1250x1250x 1500 2.00 Set. 30,000.00

Item No.15: Costruction of wire fencing for 11 KV switch yard : Providing and fixing 1.2 mt. high fencing with 2.0 mt.

long M.S. angle posts 40 mm X 40 mm X 6 mm and oil painting 3 coats fixed at 2.5 mt. c/c with five horizontal lines and two

15 diagonals of galvanized steel barbed wire weighting 9.38 Kg. per 100 meter , strained and fixed to posts with G.I. , staples

including fixing the position ground with 0.5 m X 0.5 m X 0.5 m block in C.C1:5:0 etc complete

Item No.16: Providing, Fabricating, Fixing / Installing Mild Steel Wicket Gates of 2 m x 2 m size as per design with operating

16 handle etc. complete

17 Item No.17: Providing and Laying best quality gravel bed inside the wire fencing compound as per requirement. 6.35 Cu.m 2,029.00

Item No.18: HT INDOOR SWITCH GEAR PANEL:Supply, installation, testing & commissioning both side extensible, indoor type

HV switchgear panel confirming to IS-3427, IS-2516(Part-I & II.sec.1) & IEC-62271-100/200 for use o 3 phase, 50 hz,

unearthed AC supply system and having breaking/ rupturing capacity of 500 MVA (26.3 kA for 3sec) complete with spring

charged mechanism, ON-OFF mechanical push button, operation counters, Breaker TNC switch, Breaker L/R switch,

necessary auxiliary switches, closing coil, shunt trip, protection relays & indicators etc. complete. The panel shall comprise

of air insulated busbars provided with heat shrinkable PVC sleeves. The VBC trolley shall comprise of three vacuum

interrupters with epoxy support insulator and self-aligning finger type isolating contacts and necessary mechanical

interlocks, safety and shutters, isolating plugs. Enclosure shall be openable from front as well as rear end. The breaker shall

be manual cum motorized mechanism with following accessories.

a) 96x96 mm square flush mounting type ammeter & volt meter with selector switches., b) multi-function meter., c) Double

core, cast resin type current transformer having ratio as per requirement. one core for metering & one core for protection

having required class of accuracy., d) instantaneous under voltage relay & Temperature rise tripping Relay., e) Triple pole

18 IDMTL two over current and one earth fault relay with current and one earth fault relay with current setting range 50-200%

and 10-40%, f) Electrical closing. coil & shunt trip coil & shunt trip coil operating on 110V DC., g) Auxiliary relay for anti-

pumping device., h) Three limb, draw out type, feeder connected. cast resin insulted, three phase potential transformer

having ratio & burden as per requirement & class 0.5 accuracy., i) Annunciator windows, common hooter/ Alarm bell

operating on 230AC/110 V DC., j) Cable boxes suitable to terminal 3 core XLPE cable of required size (As per design).

k)230 V AC to 110 V DC power pack for closing & tripping circuit common., l) Breaker ON-OFF, Auto trip and spring charged

indicators. m) Phase indicating & panel illumination lamps with plug socket. n) Space Heater with thermostat.

11 kV HV Switchgear Panel- Comprising of 630 A Vacuum circuit breaker for 1 no. Incomer, 2no. O / G feeders for 11/0.433

kV distribution transformers

Item No.19: Incomer of MCC Panel :

Supply, installation, testing and commissioning LV Distribution Board (LVDB) totally enclosed, dust & vermin proof, indoor

type, fabricated from CRCA sheet steel with minimum thickness of 3 mm for base frame / channel / gland plates, 2.0 mm for

load bearing members / doors & 1.6 mm for internal partitions, minimum degree of protection - IP 52 as per IS:

suitable for operation on 3- Phase, 4 Wire, 415 V, 50 Hz, Neutral effectively grounded, with instrumentation compartments

accomodating meters, aux / protective relays, LED type indicating lamps & control MCBs as per IS: 13947, current & voltage

transformers as per IS: 2705, air insulated electrolitic grade Aluminum / Copper bus bar for three phase & neutral system, GI

earth bus for entire length, power / control wiring using 1100 V grade, FRLS insulated copper conductor wires conforming to

IS: 694 & 8130, equipment fittings, horizontally running busbar compartment height of minimum 300 mm, incoming & ougoing

19 cable connections for 1100 V grade, Aluminium / Copper conductor XLPE / PVC insulated & PVC sheathed armoured cable.

LVDB shall have required incomming / bus coupler / outgoing modules of following type & ratings.

- Above 250 A, upto & including 400 A, 3 & 4 Pole, Air Break Fixed MCCB conforms to IS / IEC 60947-2 with trip free

mechanism, current limiting type with Thermal-Magnetic / Microprocessor release (O / C, S / C & E / F) with adjustable

settings & having minimum 2NO+2NC potential free auxiliary contacts with all necessary Electro-Mechanical protections &

interlocks etc. MCCB module, when used as Incommer / Bus Coupler, shall have enclosure dimensions- 1800(H) x 600(W) x

600 (D) & following technical features:-

4 Pole, MCCB with Breaking Capacity of Icu=50 KA at 415V (Ics =100% of Icu), TM release

Item No.20: LV MCC Panel with DOL / Star Delta / ATS / Micro processor based soft starter: SITC of LV MCC Panel totally

enclosed, dust & bermin proof, indoor type, minimum degree of protection - IP 52 as per IS: 2147, operation on 3-Phase,

Wire, 415V, 50Hz, Neutral effectively grounded, with instrumentation compartments accomodating LED type indicating

lamps, control contactors as per IS: 13947, CT of accuracy class- I as per IS: 2705, relays, meters & control MCBs, air

insulated electrolitic grade Aluminum bus bar for three phase & neutral system with incomming breaker- microprocessor

based Air Circuit Breakers (electrically operated drawout type)/ air break fixed type MCCB with trip free mechanism, current

limiting type as per IS: 8828, Motor Contractor (as per type -2 coordination), Overload Relay with built-in single phasing

prevention feature & auxiliary feeders as per SLD drawings, momentary contact type push buttons, equipment fittings, bus

bars, cable boxes, cable gland, incoming & ougoing cable connection for 1100V grade, Aluminium/ Copper conductor XLPE /

20 PVC insulated & PVC sheathed armoured cable, 10% spare terminals, power wiring using 1100V grade, FRLS insulated copper

conductor wires conforming to IS: 694 & 8130, cable compartments / alleys of minimum 300 mm size, GI / Al earth bus bar

for entire length. MCC shall be fabricated from cold rolled, coled annealed (CRCA) sheet steel & minimum thickness of

various members shall be as follows: Base Frame / Channel / Gland Plate: 3 mm, Load Bearing Members / Doors: 2 mm and

Internal Partitions: 1.6 mm.

Starter suitable for local & remote pump control MPCB,overload relay and contractors as per type II Coordination including

digital voltmeter, analogue ammeter with selector switch, run hour meter etc. -

S.D. From 11 to 15 HP

20a A.T.S. From 21 to 30 HP 3.00 No. 24,276.00

Auto Transformer Starter with MCCB, Contactor, O/L relay, cast resin type CT, Digital MFM, Analogue Ammeter, SPP, Timer

etc. - 60 HP (45 KW) each outer feeder for (2W feeder) 2.00 No. 54,475.00

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

Item No.21: 415V LVDB (Low Voltage Distribution Board):

S.I.T.C of LVDB (Indoor) totally enclosed, dust & virmin proof, Indoor type, fabricated from CRCA sheet steel with min

thickness of 3 mm for base frame/ channel/ galnd plate , 2 33 for load bearing menbers/ load and 1.6 mm for internal

partition, Min degree of protection IP-52 as per IS 2147, suitable for operation on 3 phase, 4 wire, 415 volt , 50 Hz, neutral

effitively grounded with instrumentation compartments accomodating meters, auxiliary/ protectives relays, LED type

indicating lamps & control MCBs as per IS: 13947. Current & Volatege transformers as per IS per IS: 2705, air insulated

electrolitic grade Aluminum/ Copper busbar for three phase & neutral system. GI earth Bus for entire length, power/ control

wiring using 1100 V grade, FRLS insulated copper conductor wires confirimg IS 694 & 8130, equipment, fitting & horizontaly

running Busbar, compartment height of Min 300 mm, Incoming & outgoing cable connection for 1100 V grade, Al/ Cu

conductor XLPE/ PVC insulated & PVC sheathed armoured cable. LVDB shall have required incoming / Bus coupler/ outgoing

modulas of following types & ratings.

(a) PANEL ENCLOSURE:

Providing & Erecting weather prrof, dust and vermin proof, floor mounted front operated Indoor type cubical panel board

enclosure having IP 64 protection made from 16 SWG thick CRCCRC MS sheet for outer body and doors, 16 SWG thick CRC MS

sheet for internal partitions with necessary supporting angles, flats including cutting, bending, drilling, welding, riveting

with internal partitions and cable alleyl as per requirements and instruction of engineer-in-charge with erection of supplied

switch gears, busbar, with suitable size of inter connecting PVC copper wire/copper alluminium strips, rubber gromments

rib, bakellite control fuse for measuring instruments earth bus and earth bolts foundation flange-bolts-base plates, sufficient

nos of hinged doors, m handles with locking arrangementand rubber gasket complete. The panel shall be painted with epoxy

powder coating. (The rate exclude the cost of switchgear, Busbarinter connecting mains land copper alluminium strips,

meters etc. The standard companies switch gear shall be used and only manufactureres ar CPRI approved factory and shall

be certified by that company whose switch gear are used after fabrication for beneficial use.- Single door and 1000 mm

800 A, 4 Pole, ACB (Draw-out Type) with Microprocessor release (O / C, S / C & E / F) having breaking capacity Icu of 50 kA

at 415V with 6NO+6NC potential feee auxiliary contacts, secondary isolating contacts with all necessary Electro Mechanical

protections & interlocks etc. - 4 pole, EDO with Microprocessor Release 2.00 No. 1,88,404.00

1000 A, 4 Pole, ACB (Draw-out Type) with Microprocessor release (O / C, S / C & E / F) having breaking capacity Icu of 50 kA

at 415V with 6NO+6NC potential feee auxiliary contacts, secondary isolating contacts with all necessary Electro Mechanical

protections & interlocks etc. - 4 pole, EDO with Microprocessor Release 3.00 Nos. 1,90,087.00

Supplying & erecting triple pole & neutral 440 V/ 500 V panel mounting Aluminium Bus bar with 4 equal numbers of Bus

having current density not more than 0.8A/sq.mm (rated current/cross section area) duct raped with colour insulating tape

21c for phase sequence of following current carring capacity, erected with necessary Bus-Bar, Supports/ Insulators, Main cable

sockets to each Bus-Bars, erected in Existing Cubical Panel with necessary connections

Horizontal Bus Bar : 800 Amp. 6.50 Rmt 6,179.00

21d Vertical Bus Bar : 800 Amp. 6.50 Rmt 6,179.00

21e Horizontal Bus Bar : 1200 Amp. 7.00 Rmt 7,879.00

21f Vertical Bus Bar : 1200 Amp. 7.00 Rmt 7,879.00

Auto transformer starter suitable for local & remote pump control application consisting of Auto Transformer (vacuum

21g impregnated, air cooled having three (3) tappings at 50%, 65% and 80%), incomer MCCB / MPCB, overload relay and

contactors as per Type II coordination including digital MFM with RS 485 communication port, analogue type ammeter with

selector switch, run hour meter, required protective relays & control accessories.: ATS from 46 to 50 HP - For Average Flow

2. Microprocessor Based LV Soft Starter:

Supply, installation, testing & commissioning of 415 V Fully automatic Microprocessor based soft starter with built in bypass

arrangement for pump control application as per general specification as under: Control Method -Torque Control, Input

21h voltage- 415 V, 3 Phase, Input frequency - 50/ 60 Hz (± 5%), Confirmative to standard - IEC 61947-4- 2UL, CSA, CE, Motor

protection - inbuilt Thermal Protection, Starter protection - SC UV, Phase unbalance, Phase failure, EMC Std- IEC 61000-4-2

Level- 3 & IEC 61000-4-3-Level-3, Built in communication as per RS 485. - 75 KW -For Peak Flow

Microprocessor Based LV Soft Starter -Supply, installation, testing & commissioning of 415 V Fully automatic Microprocessor

based soft starter with built in bypass arrangement for pump control application as per general specification as under:

Control Method -Torque Control, Input voltage- 415 V, 3 Phase, Input frequency - 50/ 60 Hz (± 5%), Confirmative to standard -

21i IEC 61947-4- 2UL, CSA, CE, Motor protection - inbuilt Thermal Protection, Starter protection - SC UV, Phase unbalance, Phase

failure, EMC Std- IEC 61000-4-2 Level- 3 & IEC 61000-4-3-Level-3, Built in communication as per RS 485. - 110 KW -For Peak

4 Pole, Air Break Fixed MCCB conforms to IS / IEC 60947-2 with trip free mechanism, current limiting type with Thermal

Magnetic/ Microprocessor release (O / C, S / C & E / F) with adjustable settings & having minimum 2NO+2NC potential free

21j auxiliary contacts with all necessary Electro Mechanical protections & interlocks etc.- For APFCR, LDB, PDB, Crane & Spare

250A, 4 Pole, MCCB with Breaking Capacity of Icu=50 KA at 415V (Ics =100% of Icu), Microprocessor release 5.00 No. 51,303.00

21k 400A, 4 Pole, MCCB with Breaking Capacity of Icu=50 KA at 415V (Ics =100% of Icu), Microprocessor release 2.00 No. 55,422.00

21l 63A, 4 Pole, MCCB with Breaking Capacity of Icu=50 KA at 415V (Ics =100% of Icu), Microprocessor release 5.00 No. 43,183.00

21m 630A, 4 Pole, MCCB with Breaking Capacity of Icu=50 KA at 415V (Ics =100% of Icu), Microprocessor release 3.00 No. 60,528.00

21n 80A, 4 Pole, MCCB with Breaking Capacity of Icu=50 KA at 415V (Ics =100% of Icu), Microprocessor release 5.00 No. 43,184.00

21o Extra charges for ammter, voltmeter, wiring etc. 1.00 LS 95,211.30

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

Item No.22: LV APFC PANEL: Supply, installaton, testing & commissioning LV APFC panel consisting of required capacitor

banks for continuous duty to improve P.F. 0.85 to 0.99 in required steps enclosed in dust & vermin proof compartment,

indoor type, fabricated from CRCA sheet steel with minimum thickness of 3 mm for base frame / channel / gland plates,

mm for load bearing members / doors & 1.6 mm for internal partitions, minimum degree of protection - IP 42, busbar

chamber, required size of Al bus bar / terminals, minimum 10 stage APFC relay, metering, indicating lamps, push buttons

complete as per IS: 16636-2017 with latest ammendment & detailed technical specification and data sheet as under.

Above 50 & up to 100 KVAR capacity: APFC panel consisting following items.

a) 250 A, 50 kA for 1sec. TP,TM based MCCB with spreader terminals & rotary handle, b) 0-250 range analogue ammeter of

96x96 mm size with selector switch., c) 3nos. 250/5A, 10VA CL-1.0 cast resin type current transformer, d) Suitable rating of

MCCB / MCB & conactors for each capacitor bank, e) Suitable rating APP type capacitor banks ( vacuum imregnated with non-

PCB/ non toxic oil, internally delta connected with built in internal fuses complere with dicharge resistnces & terminal

cover) of approved make in required steps with well suited detuned reactor is placed in series with each capacitor step. (

e.g. 100 KVAR capacity will be provided in steps of 2 nos x 5 KVAR, 2nos x 10 KVAR, 2 nos x 15 KVAR & 2 nos x 20 KVAR), f)

Enclosure dimensions - 1600(H) x 1150(W) x 600(D)

Item No.23: SITC of Local Control Station with pendant type Open_Stop_Close pushbutton set and with Open, Close, Trip &

23 Local / Remote Indicating Lamps complete with Enclouser, necessary mounting/ fixing arrangement on wall / pipe support

etc. to be installed near motors for remote operation, etc. as per IS and specifications (including structural steel)

Item No.24: 11kV(Earthed /Uneartheda) Grade Cable- Aluminium Conductor: Supply, laying, testing & commissioning 11 /

kV (UE) grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded

PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps / in existing cable trench / cable

24 trays / conduit / pipe sleeves at road crossing or floor as per site requirement) conforming to IS: 7098 (Part-2) & IEC:

60502(Part-2), of following sizes:

3 Core 240 sq mm - For 11 KV DP structure to Trasformer 205.00 m 1,261.00

Item No.25: Cable Terminations / Jointing Kits for 11 kV (UE) grade XLPE Cable:

Outdoor terimination kit for 11 kV (UE) XLPE screened 3 core cable 8.00 No. 11,487.00

25a Indoor terimination kit for 11 kV (UE) XLPE screened 3 core cable 6.00 No. 6,985.00

Item No.26: 1.1k Grade cable-Aluminium/Copper Conductor:

Supply, laying , testing & commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat

strip/ round wire armoured, extruded PVC type ST2 sheathed, heavy duty (to be lad on wall surface with necessary

26 clamps/in existing cable trench / cable trays/ conduit/ pipe sleeve at road crossing or floor as per site requirement)

conforming to IS: 7098 (part-1) & IEC: 60502 (part-1):

26f 3 Core 6 sq mm 40.00 m 70.00

26g 3 Core 10 sq mm 50.00 m 91.00

26k 4 Core 6 Sq.mm 50.00 m 78.00

26l 4 Core 4 Sq.mm 75.00 m 70.00

Item No.27: Cable Glands: Providing & fitting heavy duty brass cable glands (nickel-plated) with washers & rubber ring

conforming to IS, suitable for 3, 3½ & 4 core cables of following type & sizes:

Double Compression Brass Cable Glands:

Item No.28: Cable Terminals (Lugs) : Supplying and fitting crimping type cable termination (Lugs) conforiming to IS of

28 following types and sizes

Item No.29: Cable Tray & Accessories: Supply & laying GI ladder type cable trays with side channels of size - 75 x 15 x

mm / 100 x 15 x 15 mm & rungs of size - 35 x15 x 15 mm spaced at 250 mm apart, fabricated from 2 mm thick sheet steel in

standard length of 2.5 meter, duly hot dipped galvanized after fabrication as per IS 2629-1989/ IS 4759-1984 including

29 accessories such as coupler plates/ fish plates, bends, tees, reducers, elbows, covers and electro-galvanized hardware etc,

erected on existing support as per specification and instruction of Engineer-in-charge.

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

Item No.30: Ultrasonic type level transmitter with remote display:

Design, supply, installation, testing and commissioning of non-contact ultrasonic type level transmitter with remote display.

The sensor should be non contact type, field mounting type, housing shall have minimum IP-65 protection, PP/PVC sensor

MOC, with sensor to tranmitter cable.

30 Remote indicator cum transmitter:

Microprocessor based indicator with LEC/LCD digital display, panal/ wall mounting type, powe supply shall be 110 to 240 Vac

or 15 to 36 VDC, 50Hz+/- 10%

Accessories : Mounting bracket , nut , bolts etc as per system requirement and hookup diagram of the instuments Level

transmitter shall be suitable for following range. 0 to 15 Meter

Item No.31: Design, Supply, Installation, Testing, Commissioing of Bourdon Type Presuure Guage, +1& accuracy, Direct

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

31 SS316 movement material, Aluminium dial 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 1 Kg/cm2.

100 mm Dial Size 16.00 No. 1,686.00

Item No.32: 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, tubings, etc. shall be in SS 316 only) all

32 accessories, hardware, etc. complete in all respects as per specifications and having following measurement ranges:

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

Item No.33: Float/ Displacer Type Level Switch

Design, Supply, Installation, Testing and Commissioning of Top mounted Displacer Type level switches with 2 nos SPDT

contacts of Micro switch rated 5 A, potential free power supply, Material of wetted parts shall be SS 316 and the material of

accessories shall be SS. IP 65 or equivalent degree of protection for enclosure, suitable for sump, ESR, tank, vessels and

33 underground reservoirs. The top mounted level switches shall be supplied with still tubes to suit the requirement. .

Accessories like name plate, mating flange, gaskets, fasteners, bolts & nuts, etc. shall be supplied with the Level Switch.

Range: 0 to 5 Meter

Item No.34: PLC SCADA SYSTEM

Supply, Installation, Testing & Commissioning of PLC Based Instrument control Panel with Local SCADA system comprising of

min. 21” PC, CPU:

i7, 16 GB RAM, 1 TB SSD and monitor to display all the valves in the network and their positions with colour coding.console

with A4 size laser jet printer for report / alarm printing, SCADA run time display software, 4G / 5G GSM modem, provision of

future connectivity at VpMC office SCADA, creation of software to poll between the 3 nos. SPS locations (Chhiri &

Chharwada) to SCADA Server, get exact position details, send command for changing position, received command for position

achieved and shutoff etc. Instrument Control Panel (PLC Enclosure / Panel ) with necessary PLC based logic and wiring , Min

1 nos. flow indicator/totalizer, Min. 1 no. process Indicator, Min 2 no. analog signal multiplier, Min. 1 kVA UPS (with 30 min

34 backup alongwith filter for harmonic, suitable rating SMF batteries alongwith battery charger, cabling between UPS and

battery and all other accessories as per standard), etc. complete in all respects and as per specs IO list shall include - power

supply availability, motor healthy, starter operating, position of the valve etc. A network switch is required at each of the

SPS site (3 nos. Chhiri & Chharwada). This will ensure that the signal communcation from the remote SCADA System can be

done using wireless communication between central SCADA/PLC to field RTU having gateway with SIM card. Enclosure shall

be IP 54 or better and shall be placed at central location proposed by Department. The PC shall also have back up software

for PLC. All licenced software to be provided. All work shall be carrierd out complete in all respects and as per tender

specifications.

PLC/RTU Panel for Field Location

Supply, Installtion, 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.

34a Real time communication with central SCADA shall be consiered 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 upto PLC/RTU panel. 3.00 No 1,30,000.00

Item No.35: 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 accessores as per specs.

The unit rate shall include

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

35 B. Shifitng 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 alongwith 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.

35a Control Cable -8C x 1.5 sq.mm. 170.00 m 145.00

35b Signal Cable - 1P x 1.5 sq.mm. 170.00 m 127.00

Item No.36: CABLE END TERMINATION AND CONNECTION

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

lugs / sockets with necessary tools and equipments as specified in specifications and IS complete in all respects. The glands

36 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. 90.00 No. 145.00

36a Control Cable -8C x 1.5 sq.mm. 90.00 No. 135.00

36b Signal Cable - 1P x 1.5 sq.mm. 90.00 No. 115.00

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

Item No.37: 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.

37 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.38: Supply, erection, testing & commissioning of Cast Alu. Junction Boxes along with all required hardware in GI,

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

10 Terminal Junction box (suitable for cable) 3.00 No. 3,500.00

25 Terminal Junction box (suitable for cable) 3.00 No. 5,000.00

Item No.39: CCTV Camera Syatem

Supply of high quality images in low light condition IP based PTZ Dome Camera with smart auto tracking ,Optical Zoom,

digital zoom, HD CMOS, 120db WDR, camera shall be with 200 Mt IR, seven alarm inputs, 2 outputs, Smart tracking modes:

39 Manual/ Panorama/ Intrusion trigger/ Line crossing trigger/ Region entrance trigger/ Region rectified with Installation of

necessary accessories with High End Professional Display for 24x7 Operation - 400/500 nits Brightness

Item No.40: Providing and casting in situ C.C. in grade M-20 (proportions as per mix design or as per table9 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

40 centering, formwork, needle vibrated consolidation, curing complete up to 6 meter depth or height (excluding cost of

reinforcement and neat finishing) with centering and shuttering/deshuttering etc. complete for structure other than water

retaining (Below G.L) 6.00 Cu.m 7,795.85

Item No.41: Supplying cutting, bending, binding and placing in position steel as per plan and design and as per ISS

including cost of steel and binding wire for reservoirs/structures only including lift up to 6 meter height or depth below G.L.

for all diameters.

Do-Thermo mechanically treated (TMT) bars Fe-415 grade for all diameters 253.00 Kg 84.19

Item No.42: Earthing: Supplying & erecting Funnel type earthing having earth plate of following size burrid in specifically

prepared earth pit 3 m below groung with 40 kg charcol & solt with alternate layers of charcol & solt , 20 mm dia GI pipe

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

42 necessary length of double GI/copper earth wirw No.6 SWG bolted with lug to the plate & covered in 12 mm dia GI pipe

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 45 X 45 X 0.35 cms CI earth plate 26.00 Each 2,543.00

42a With 60 X 60 X 0.315 cms Copper earth plate - For Transformer Body, Neutral & 11 KV DP Structure 30.00 Each 7,797.00

Item No.43: Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG.

-for earthing of Transformer, LT Pannel board, Motors, etc. using necessary clamps. 1400.00 Kg 77.00

Item No.44: Supplying rubber matting of following thicknessas per IS:15652/IEC

4 mm Thickness. 54.00 Sq.m 1,017.00

Item No.45: Providing and erecting metallic vitrified danger notice board as per language suggested by engineer incharge for

MEDIUM VOLTAGE installation to be erected as per IS-2551. 16.00 No. 69.00

Item No.46: 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. 13.00 No. 129.00

Item No.47: Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn, crepe bandage,

47 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) 3.00 No. 297.00

Item No.48: Supplying FIRE bucket round bottom of 9 litres capacity made out of 24 gauge G.I. sheet with extra handle at

48 bottom duly painted white in side and Red out side with FIRE mark, filled with dry-sand and kept on existing stand provided

or hung on wall hook. 12.00 No. 212.00

Item No.49: Supplying and erecting floor mounting stand for keeping four nos. of FIRE buckets comprising 1500 mm in

49 length, 900 mm height frame made out of 30 mm X 30 mm X 4 mm angle iron with cross supports for legs, welded with

hooks and duly painted with one coat of red lead an dtwo coats of approved enamelled silver paint. 3.00 No. 933.00

50 Item No.50: Providing pair of rubber hand gloves suitable for working on 11 KV/22 KV supply. 5.00 No. 212.00

51 Item No.51: Electrical Item like wiring, points, lighting arrangements,fans, street lights etc. 3.00 No. 1,70,639.00

Total for Schedule-B4(Rs.) =

SUMMARY (SCHEDULE-B)_

CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT

1) CHHIRI, CHHARWADA UNDER GROUND DRAINAGE: WORKING SURVEY, SOIL INVESTIGATION, DESIGN OF UNDERGROUND DRAINAGE PROJECT. WORK INCLUDING

PROVIDING, SUPPLYING, LOWERING LAYING, JOINTING, TESTING & COMMISSIONING OF RCC NP3 PIPES FOR SEWER COLLECTING SYSTEM - GRAVITY MAINS AND DI

PIPES FOR RISING MAIN PIPELINE, CONSTRUCTION OF SEWAGE PUMPING STATION (SPS), SUPPLYING, ERECTING, TESTING & COMMISSIONING OF PUMPING

MACHINERIES, CONSTRUCTION HOUSE CONNECTION & INSPECTION CHAMBER, RCC ROAD & COMPOUND WALL, ELECTRIFICATION WORK & SITC OF SCADA &

INSTRUMENTATION WORK FOR GRAVITY MAIN ETC. FOR CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT, WORK INCLUDING 5 YEARS OF OPERATION &

MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”- (2nd Attempt)

SCHEDULE - B5: CONSTRUCTION OF HOUSE- 7809 Nos.

RATE TOTAL AMOUNT

RATE TOTAL AMOUNT

SR. No. ITEM DESCRIPTION QTY. UNIT

Item No.1: Providing and supplying in standard length ISI mark rigid unplasticized PVC pipes suitable for potable water with

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

1 freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of

jointing material etc. complete. PVC Pipe 160mm dia - 6kg/cm2

1a PVC Pipe 250 mm dia- 6kg/cm2 9030.34 Rmt 1035.00

Item No.2: Excavation for pipeline trenches for 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

2 lead Cleaning the site etc. complete for lifts and strata as specified.

In all sorts of soil and soft murrum

Providing and laying cement concrete 1:5:10 (1- Cement : 5-Coarse sand : 10- hand broken stone aggregates 40 mm nominal

size) and curing complete excluding cost of formwork in (A) Foundation and Plinth 919.19 Cu.m 2517.44

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and

2b plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)

(B) Conventional 3616.56 Cu.m 4051.78

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior plastering up

2c to floor two level and finished even and smooth in

(i) Cement mortar 1:3 (1-cement:3-sand) 30206.63 Sq.m 171.80

2d Extra over items 2c for finishing with a floating coat of neat cement slurry. 30206.63 Sq.m 48.21

Refilling the Pipeline Trenches incl. Ramming, watering, consolidating and deposal of surplus stuff as directed within a radius

of 3 KM. Refilling as directed. 25769.41 Cu.m 25.30

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal

2f size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (B) Slabs, landing,

shelves, Balconies , Lintels, Beams, Girders and Cantilever up to floor two level. 435.60 Cu.m 4038.02

Providing formwork of ordinary timber planking so as to give a rough finish including centring shuttering strutting and propping

etc. height of propping and centring below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (H) (1) Sides and soffits of Beams Beam Haunching's cantilevers Girders

Bressummers and Lintels not exceeding 1 M. in Depth. 3460.38 Sq.m 195.67

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal

2h size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete For Benching 43.61 Cu.m 3948.18

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering up to floor two level and

finished even and smooth in (I Cement mortar 1:3 (1-cement:3- sand) above beaching 868.36 Sq.m 128.86

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover

suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing Mold

House Connection Chamber light duty

Item No.3: Excavation for pipeline trenches for 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

3 lead Cleaning the site etc. complete for lifts and strata as specified.

In all sorts of soil and soft murrum

3a In hard murrum boulders 5548.08 Cu.m 155.25

3b In soft rock and/or masonry in CM or LM or Lime Concrete 2228.83 Cu.m 187.45

In Hard Rock and / or in C.C. 1:2:4 or RCC structure (road) with blasting, breaking, chiseling or by breaking/chiseling only.

Item No.4: Lowering, laying, fixing and jointing PVC/upvc/cpvc pipe and specials of following class and diameter including

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

4 testing as per ISI code -

PVC Pipe 160mm dia - 6kg/cm2 37730.0 Rmt 32.20

4a PVC Pipe 250 mm Dia - 6 kg/cm2 9030.0 Rmt 58.65

Total for Schedule-B5 (Rs.)

SUMMARY (SCHEDULE-B)_

CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT

1) CHHIRI, CHHARWADA UNDER GROUND DRAINAGE: WORKING SURVEY, SOIL INVESTIGATION, DESIGN OF UNDERGROUND DRAINAGE PROJECT.

WORK INCLUDING PROVIDING, SUPPLYING, LOWERING LAYING, JOINTING, TESTING & COMMISSIONING OF RCC NP3 PIPES FOR SEWER COLLECTING

SYSTEM - GRAVITY MAINS AND DI PIPES FOR RISING MAIN PIPELINE, CONSTRUCTION OF SEWAGE PUMPING STATION (SPS), SUPPLYING, ERECTING,

TESTING & COMMISSIONING OF PUMPING MACHINERIES, CONSTRUCTION HOUSE CONNECTION & INSPECTION CHAMBER, RCC ROAD & COMPOUND

WALL, ELECTRIFICATION WORK & SITC OF SCADA & INSTRUMENTATION WORK FOR GRAVITY MAIN ETC. FOR CHHIRI, CHHARWADA UNDER

GROUND DRAINAGE PROJECT, WORK INCLUDING 5 YEARS OF OPERATION & MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT:

VALSAD.”- (2nd Attempt)

SCHEDULE - B6: CONSTRUCTION OF INSPECTION CHAMBERS- 2766 Nos.

SR. RATE TOTAL AMOUNT

SR. RATE TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT

Item No.1: Providing and supplying in standard length ISI mark rigid unplasticized PVC pipes suitable for potable water with

ring fit joint including cost of rings, as per IS specification no. 4985/1988 including all local and central taxes,

1 transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and

including cost of jointing material etc. complete.

PVC Pipe 250 mm dia- 6kg/cm2

Item No.2: Excavation for pipeline trenches for 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

2 required lead Cleaning the site etc. complete for lifts and strata as specified.

In all sorts of soil and soft murrum 11501.92 Cu.m 102.35

Providing and laying cement concrete 1:5:10 (1- Cement : 5-Coarse sand : 10- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth 837.52 Cu.m 2517.44

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and

2b plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)

(B) Conventional 2962.36 Cu.m 4051.78

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior plastering

2c up to floor two level and finished even and smooth in

(i) Cement mortar 1:3 (1-cement:3-sand) 25740.74 Sq.m 171.80

2d Extra over items 2c for finishing with a floating coat of neat cement slurry. 25740.74 Sq.m 48.21

Refilling the Pipeline Trenches incl. Ramming, watering, consolidating and deposal of surplus stuff as directed within a

radius of 3 KM. Refilling as directed. 7702.04 Cu.m 25.30

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal

2f size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (B) Slabs, landing,

shelves, Balconies , Lintels, Beams, Girders and Cantilever up to floor two level. 237.04 Cu.m 4038.02

Providing formwork of ordinary timber planking so as to give a rough finish including centring shuttering strutting and

propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4 M. and removal of the same

2g for in situ reinforced concrete and plain concrete work in. (H) (1) Sides and soffits of Beams Beam Haunching's cantilevers

Girders Bressummers and Lintels not exceeding 1 M. in Depth. 1983.16 Sq.m 195.67

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal

2h size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete For Benching 71.08 Cu.m 3948.18

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering up to floor two level and

finished even and smooth in (I Cement mortar 1:3 (1-cement:3- sand) above beaching 1232.16 Sq.m 128.86

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame &

cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat,

2j curing Mold work etc.

House Connection Chamber light duty

Item No.3: Excavation for pipeline trenches for 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 lifts and strata as specified.

In all sorts of soil and soft murrum 7620.82 Cu.m 102.35

3a In hard murrum boulders 3464.74 Cu.m 155.25

3b In soft rock and/or masonry in CM or LM or Lime Concrete 1394.58 Cu.m 187.45

In Hard Rock and / or in C.C. 1:2:4 or RCC structure (road) with blasting, breaking, chiseling or by breaking/chiseling only.

Item No.4: Lowering, laying, fixing and jointing PVC/upvc/cpvc pipe and specials of following class and diameter including

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

4 hydraulic testing as per ISI code -

PVC Pipe 250mm dia - 6kg/cm2 16596.00 Rmt 58.65

Item No.5: Refilling the Pipeline Trenches incl. Ramming, watering, consolidating and deposal of surplus stuff as directed

within a radius of 3 KM. Refilling as directed. 13101.8 Cu.m 25.30

Total for Schedule-B6(Rs.)

SUMMARY (SCHEDULE-B)_

CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT

1) CHHIRI, CHHARWADA UNDER GROUND DRAINAGE: WORKING SURVEY, SOIL INVESTIGATION, DESIGN OF UNDERGROUND DRAINAGE PROJECT. WORK INCLUDING

PROVIDING, SUPPLYING, LOWERING LAYING, JOINTING, TESTING & COMMISSIONING OF RCC NP3 PIPES FOR SEWER COLLECTING SYSTEM - GRAVITY MAINS AND DI

PIPES FOR RISING MAIN PIPELINE, CONSTRUCTION OF SEWAGE PUMPING STATION (SPS), SUPPLYING, ERECTING, TESTING & COMMISSIONING OF PUMPING

MACHINERIES, CONSTRUCTION HOUSE CONNECTION & INSPECTION CHAMBER, RCC ROAD & COMPOUND WALL, ELECTRIFICATION WORK & SITC OF SCADA &

INSTRUMENTATION WORK FOR GRAVITY MAIN ETC. FOR CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT, WORK INCLUDING 5 YEARS OF OPERATION &

MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”- (2nd Attempt)

SCHEDULE - B7: SITC OF SCADA & INSTRUMENTATION WORK FOR GRAVITY MAIN

SR. TOTAL AMOUNT

SR. TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.1: Supply, Installation, Testing and commissioning of Central SCADA Station for Monitoring of all Battery Operated

1 Level Transmitters. Location of SCADA station shall be defined by VpMC. SCADA station shall be min. 21” PC, CPU:i7, 16 GB

RAM, 1 TB SSD to monitor all the Level Transmitters data. 1.00 No. 250000.00

Item No.2: Supply, Installation, Testing and commissioning of Central PLC/RTU/Master Gateway to receive data from the Level

Transmitters to be installed at SCADA room. 1.00 No. 400000.00

Item No.3: Supply, Installation, Testing and commissioning of 3 KVA UPS with 6 Hours Battery Backup with Maintenance Free

Batteries and Battey racks, cables, battery charger etc. 1.00 No. 400000.00

Item No.4: Supply, Installation, Testing and commissioning Battery Operated Radar Level Transmitter at manhole location

decided as per network Drawing.

a) Power Source: Battery Operated

b) Operating Principle: Radar

c) Inbuilt Slot for SIM Card

4 d) Integral Display and Keypad for Local Configuration

f) Mounting Bracket for installation in manhole

g) Additional Battery for replacement

h) 0-10 m range

Item No.5: Supply, Installation, Testing of SIM Card on Yearly Renewal basis per device

469.00 per year 900.00

Item No.6: Supply, Installation, Testing and commissioning of Server / Data Hosting and Maintenance on Yearly Renewal basis per device

469.00 per year 4000.00

7 Item No.7: Installation of Mounting bracket, Level Transmitter etc. 469.00 Per Device 1800.00

Item No.8: Cost of Central Monitoring Building (100 Sq.m) to accommodate SCADA Station, UPS, 8 slotted CCTV with high

definition camera and microphone, Control Desk and Printer and basic faculties for the operators including Air Conditioners

8 Tonne, 2 no's, 6 tables, 6 chairs (revolving), fans, electrical works like wiring, for lighting, AC, refrigerator and allied electrical

system and maintain lux level of 80, bathroom and toilet with water/ sewerage connection.

9 Item No.9: Programming of Instruments data to Cloud server and establish network connectivity with Instruments. 469.00 No. 3000.00

Total for Schedule-B7(Rs.)

SUMMARY (SCHEDULE-B)_

CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT

1) CHHIRI, CHHARWADA UNDER GROUND DRAINAGE: WORKING SURVEY, SOIL INVESTIGATION, DESIGN OF UNDERGROUND DRAINAGE PROJECT. WORK INCLUDING PROVIDING, SUPPLYING,

LOWERING LAYING, JOINTING, TESTING & COMMISSIONING OF RCC NP3 PIPES FOR SEWER COLLECTING SYSTEM - GRAVITY MAINS AND DI PIPES FOR RISING MAIN PIPELINE, CONSTRUCTION OF

SEWAGE PUMPING STATION (SPS), SUPPLYING, ERECTING, TESTING & COMMISSIONING OF PUMPING MACHINERIES, CONSTRUCTION HOUSE CONNECTION & INSPECTION CHAMBER, RCC ROAD &

COMPOUND WALL, ELECTRIFICATION WORK & SITC OF SCADA & INSTRUMENTATION WORK FOR GRAVITY MAIN ETC. FOR CHHIRI, CHHARWADA UNDER GROUND DRAINAGE PROJECT, WORK

INCLUDING 5 YEARS OF OPERATION & MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”- (2nd Attempt)

SCHEDULE-C : Operation & Maintanance (For 5 Years )

ITEM DESCRIPTION QTY UNIT TOTAL RATE AMOUNT(Rs.)

Comprehensive Operation and Maintenance of the various components of Under ground Drainage scheme undertaken in this

tender mainly sewer collecting network, pumping station, Rising Main pipeline, pumping machinery & Electrical works,House

Connection & Inspection chamber, Scada & Intrumentation work & other works as a whole 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 for the same.

For 1st year O&M

1 Per Year 59,34,491.81

Comprehensive Operation and Maintenance of the various components of Under ground Drainage scheme undertaken in this

tender mainly sewer collecting network, pumping station, Rising Main pipeline, pumping machinery & Electrical works,House

Connection & Inspection chamber, Scada & Intrumentation work & other works as a whole 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 for the same.

For 2nd year O&M

1 Per Year 71,21,390.18

Comprehensive Operation and Maintenance of the various components of Under ground Drainage scheme undertaken in this

tender mainly sewer collecting network, pumping station, Rising Main pipeline, pumping machinery & Electrical works,House

Connection & Inspection chamber, Scada & Intrumentation work & other works as a whole 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 for the same.

For 3nd year O&M

1 Per Year 79,12,655.75

Comprehensive Operation and Maintenance of the various components of Under ground Drainage scheme undertaken in this

tender mainly sewer collecting network, pumping station, Rising Main pipeline, pumping machinery & Electrical works,House

Connection & Inspection chamber, Scada & Intrumentation work & other works as a whole 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 for the same.

For 4th year O&M

1 Per Year 87,03,921.33

Comprehensive Operation and Maintenance of the various components of Under ground Drainage scheme undertaken in this

tender mainly sewer collecting network, pumping station, Rising Main pipeline, pumping machinery & Electrical works,House

Connection & Inspection chamber, Scada & Intrumentation work & other works as a whole 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 for the same.

For 5th year O&M

1 Per Year 98,90,819.69

Total for Schedule-C (Rs.)