Underground sewerage projects of chandod Village Tal.-Dabhoi, Dist.- Vadodara.

Schedule showing approximate quantity of materials to be supplied to the contractor at the govt. store for the work to be

executed on contract and the rate which they are to be charged.

Sr. No. Particular Quantity Issue Rate Unit Place of Delivery

Add rows as required

1. Materials not included in “Schedule – A” but required for the work shall be provided by the contractor at his own cost.

2. Any materials required for items other than labour charges items mentioned in “Schedule – B” and materials not included

in “Schedule – A” but available with dept. will be issued on request of the contractor at departmental issued rate or market

rate whichever is more.

3. The contractor shall provide his own arrangement for loading, unloading and transporting PAC solution and Alum/PAC

chlorine gas etc materials issued by the dept. from store to site at his own cost. Contractor will be responsible for damages

whatsoever during transfer.

4. The unused materials issued by the department for this work shall be returned to the department in good and acceptable

condition by the contractors. Any such unused materials not returned by the contractor in time or issued will be recovered at

Double of (As per issue rate + 3% storage charge or Board RC + 3% storage charges) whichever is more.

5. All materials such as Specials, Fittings, Spares,etc. shall bebrought by Agency / Contractor at site of work.

6. The material which requires to be procured by contractor and same as available with the department the same can be

issued to the contractor after prior approval from the competent authority and charged for the same will be at the current

market rate or issue rate fixed by the department whichever is higher. The contractor shall have to deposit total cost of

materials issued or shall be recovered from the running account bill.

7. The materials issued for the above work shall be used in the above O&M work only. If any of materials issued for this work

and found used in other works shall be charged at the double rate.

8. As per the instructions of the competent authority and availability of materials, if needed contractor have to transport the

same from the other store to ………Scheme for which no extra carting, loading, unloading will be paid.

9. The materials issued free of cost to the contractor is to be transported to the site of work in good condition by the

contractor for which no extra payment will be made.

10. The materials to be brought/purchase by the contractor shall be got approval from the EIC before using in the work.

11. GST should be paid extra on the admissible payment as per the approved tender rates.

Signature of the contractor

Executive Engineer

P. H. Works Division

GWSSB, Vadodara

Name of Work: Underground Sewerage Project of Chanod Village-Deposit Work

CLIENT: GUJARAT WATER SUPPLY AND SEWERAGE BOARD

RECAPITULATION SHEET

S. No. Description Total Cost (in Rs.)

1 Sewerage Network

2 Sewerage Pumping Station

4 Sewerage Treatment Plant

5 Demolition of Existing ESR & Construction of ESR

6 Water Supply Pipe Line

7 Electrical-Mechanical & Instrumentation Works

8 Comprehensive Operation & Maintenance for 10 Years

Executive Engineer Dy.Executive Engineer

P.H.Works Division P. H. Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H. Mechanical Division P.H. Mechanical Sub-Division

Vadodara Vadodara

Superintending Engineer Superintending Engineer

P.H. Circle P.H. Circle Mechancial

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Schedule B-1 : Sewerage Network

Description Unit Quantity Rate (Rs.) Amount (Rs.)

B1 It-1 Excavation for pipeline trenches for sewerage line, manhole

with shoring & shruting if required as per required gradient

and line including all safety provision using site rails and

stacking excavated stuff including up to all required lead

cleaning the site etc. complete for all lift and strata as

specified. (Pipe & Manhole) In all sorts of Soil and soft

murrum, 0.00 to 1.50 m Depth

B1 It-1.2 Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavatedstuff upto 50 Meter lead.(A) m3 1873.36 206.86

Loose or soft soil

B1 It-2 Shoring or timbering for trench with 50 mm thick planks and

suitable size truts etc. complete. m2 38611.61 71.00

B1 It-3 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading DWC pipe in SRC cement with socket and

spigot joint as per IS-458-2003 including EPDM rubber ring as

per IS-5382-1985 and testing as per IS-458-2003 etc.

completed DWC SN8 PIPE , 150 mm dia pipe

B1 It-3.1 200 mm dia pipe RMT 469.30 337.52

B1 It-3.2 250 mm dia pipe RMT 23.50 530.00

B1 It-4 Providing bedding incl. ramming, watering, leveling,

consolidating etc. Complete as per standard and instruction

of engineer incharge, As above with required quality sand m3 1127.91 329

brought form outside including all lead

B1 It-5 Lowering, laying and jointing of class SN 8 structured wall (

External Annular Corrugated & Smooth Internal surface)

Polyethylene Piping and fittings with the help of coupler ( on

line / off line ) attached with one end of pipes, sliding over

the elastomeric sealing rubber ring placed on the specified

valley of the corrugation at the spigot end, lowering the same

into the trench at all level, laying on the lower bedding

(constructed at bottom of trenches) at prescribed RMT 7326.60 23.00

gradient,depth & alignment ,testing the water tightness of

the joints, ensuring the continuity tests of specified pipe

segments etc. complete as per drawing,specifications &

detailed engineering, including carriage of pipes & fittings

from site stacks to the place of laying etc. as per direction of

Engineer-in-charge.DWC SN8 PIPE, 150 mm dia pipe

B1 It-5.1 200 mm dia pipe RMT 469.30 33.00

B1 It-5.2 250 mm dia pipe RMT 23.50 42.00

B1 It-6 Refilling the pipeline trenches including ramming, watering,

consolidating disposal of surplus stuff as directed within a

radium of 3 Km.Refilling as directed

Description Unit Quantity Rate (Rs.) Amount (Rs.)

B1 It-7 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 M.H. Frame & Cover over scraper manhole etc. Nos 189.00 12179.00

complete, providing and fixing safety chain wherever

necessary as per the stipulations in the type design complete

as per latest CPHEEO manual.(i). Manhole type "A" Circular

type having inside diameter of 1200 mm for 1.0 m depth.

B1 It-7.1 Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type 48.48

B1 It-7.2 (ii). Manhole type "B" circular type having inside diameter of

minimum 1500 mm and for 1.5 M Depth Nos 213.00 21116.00

B1 It-7.3 Extra depth beyond 1.5 M but upto 4.0 M depth for type "B"

manhole above. RMT 190.85 12313.00

B1 It-7.4 (iii)Manhole type "C" circular type having inside diameter of

minimum 1500 mm and for 4 M Depth Nos 23.00 52908.00

B1 It-7.5 Extra depth beyond 4.0 M and up to 6.0 M depth for type "C"

Manhole above. RMT 43.35 19305.00

B1 It-8 Vertical Drop Manhole arrangement,Providing and

constructing vertical drop arrangement of 0.6 m and more

height as required including providing and jointing special

as double T. Bend required stoneware pipe fixed in m-100 C. No. 172.00 2154.00

C. at required level as type design cutting, jointing and

filleting as per

specification etc. complete.Vertical drop arrangement as

above upto 0.6 m height.

B1 It-8.1 above for additional drop beyond 0.6 m

B1 It-9 Providing and casting in situ mass cement concrete in grade m3 112.50

M-10 (approx. correso. To prop. 1:3:6) using granite quartzite

trap metal of size 12 mm to 25 mm incl. consolidation curing

etc. complete. For Encasing

B1It-10 Providing and cast in situ C.C. in grade M-20 (approx. Corresp.

to prope. 1:1.5:3) (proportions as per mix design or as per

table 9 of IS456 2000 in masses by weigh batching) using

quartizite trap metal of size 12 mm to 20 mm and or 6 mm to

12 mm including scaffolding centering form work, needle

vibrated consolidation, curing and hydraulic testing etc. m3 423.90 7304.00

complete (excluding cost of reinforcement with centering and

shuttering/ deshuttering etc. complete up to meter hight/

depth from Av. GL for all structures with water proofing

B1It-11 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, For thrust block approx 20 kg/cu.m

Description Unit Quantity Rate (Rs.) Amount (Rs.)

B1It-12 Barricading the entire break down or excavated area on

rental basis using wooden ballies / M.S.angles at max.

meter centre to centre, C.G.I. Sheet, reflective paint / Board

out side to avoid accident & for smooth traffic diversion &

movement including cautionary board etc. Item also includes

for making temporary sufficient nos of lighting arrangement

through out the work with necessary required arrangement.

..The same shall be removed after completion of work.

Road Restoration

B1It-13 Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i)

R.C.C. work Providing and laying cement concrete pavement

(25mm to 50mm thick) with 1:2:4 (1-cement : 2-coarse sand : RMT 3000 1896.97

4-stone aggregate 20mm nominal size) including finishing

with floating coat of neat cement complete.

House Connection

B1It-14 Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per

required gradient and line including safety provisions using site rails

and stacking excavated stuff including up to all required lead 2430.00 89.00 cum

cleaning the site etc. complete for all lifts and strata as specified.

Upto 1.50 mt depth In all sorts of soil and soft murrum

B1It-15 Manufacturing, testing, supplying, loading, transporting to worksite,

unloading DWC pipe in SRC cement with socket and spigot joint as

per IS-458-2003 including EPDM rubber ring as per IS-5382-1985 12,000.00 109.00 Rmt

and testing as per IS-458-2003 etc. completed 100 mm DWC SN8

B1It-16 Lowering, laying and jointing of class SN 8 structured wall ( External

Annular Corrugated & Smooth Internal surface) Polyethylene Piping

and fittings with the help of coupler ( on line / off line ) attached

with one end of pipes, sliding over the elastomeric sealing rubber

ring placed on the specified valley of the corrugation at the spigot

end, lowering the same into the trench at all level, laying on the

lower bedding (constructed at bottom of trenches) at prescribed

gradient,depth & alignment ,testing the water tightness of the 12,000.00 21.00 Rmt

joints, ensuring the continuity tests of specified pipe segments etc.

complete as per drawing,specifications & detailed engineering,

including carriage of pipes & fittings from site stacks to the place of

laying etc. as per direction of Engineer-in-charge.100 mm DWC SN8

B1It-17 DWC Pipe fittings: Providing and supplying at store or site of work

incl. freight, loading, unloading, stacking, insaurance & all taxes etc.

complete 1.00 65,400.00 L,S

B1It-18 Cast-in situ Inspection Chamber, Constructing Cast-in-situ RCC

chamber for underground Inspection chamber Including PCC 1:3:6,

Raft Foundation of M25 Grade with minimum Wall Height 500 mm

of RCC M25 Grade of Concret with C.I Frame Cover. (i) Inside 500.00 7345.00 Nos

dimensions 450 mm x 600mm and 500 mm deep for single pipe line.

B1It-19 Demolition including stacking of serviceable materilas and disposal

of unserviceable materials with all lead and lift. (i) R.C.C. work 192.00 1020.60 cum

B1It-20 Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a radius of 2,317.00 22.00 cum

Description Unit Quantity Rate (Rs.) Amount (Rs.)

Executive Engineer Dy.Executive Engineer

P.H. Division P. H. Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H. Mechanical Division P.H. Mechanical Division

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Schedule B- 2 - SEWAGE PUMPING STATION AT CHANOD (PS-1)

INLET CHAMBER (0.9 mt X 0.8 mt)

SR. NO DESCRIPTION OF WORK QTY RATE UNIT AMOUNT

B2 It-1 Excavation for well including removing and spreading the

excavated stuffs directed with all lead., In all sort of soils and soft

murrum, For 0 to 1.5 m depth

B2 It-1.1 For 1.5 m to 3m depth 6.00 141.00 cu.m

B2 It-1.3 In hard murrum, boulders and macadam road., For 3 m to 4.5m depth

B2 It-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. PCC of M10

B2 It-3 Providing and cast in situ C.C. in grade M-30 proportions of

ingredients as per mix design by weigh batching using granite,

quartzite trap metal of size 12 mm to 20 mm and or 6 mm to

mm including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete 5.95 8083.00 cu.m

(excluding cost of reinforcement) with centering and

shuttering/deshuttering etc. comp. up to 6 meter height /depth

Av. G.L.for all water retaining structures

B2 It-4 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 – 0.80 77504.00 MT

deformed (TMT) bars confirming to relevant IS Fe – 500 grade for

all diameters. Steel Requirement

B2 It-5 Cement Plaster 20 mm thick in C.M. 1:2 using water proofing

compound of approved quality including finishing etc. complete 26.26 202.00 sq.m

B2 It-6 Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a radius 5.84 22.00 Cum

B2 It-7 C.I. Steps All type & size and Fixing C. I. steps in masonry in C. M.

1:3 including necessary C.C. for jointing etc. complete during

progress of the work., Assuming 1 CI Step Weight 1 Kg +

Installation Charges

B2 It-8 New work (two or more coats) with a base coat of white washing

SCREEN CHAMBER (5 mt X 0.6 mt)

B2 It-9 Excavation for well including removing and spreading the

excavated stuffs directed with all lead.In all sort of soils and soft 17.96 128.00 cu.m

murrum, For 0 to 1.5 m depth

B2 It-9.1 For 1.5 m to 3m depth 14.40 141.00 cu.m

B2 It-9.2 In hard murrum, boulders and macadam road.For 3 m to 4.5m depth

B2 It-10 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.

B2 It-11 Providing and cast in situ C.C. in grade M-30 proportions of

ingredients as per mix design by weigh batching using granite,

quartzite trap metal of size 12 mm to 20 mm and or 6 mm to

mm including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete 23.52 8083.00 cu.m

(excluding cost of reinforcement) with centering and

shuttering/deshuttering etc. comp. up to 6 meter height /depth

Av. G.L.for all water retaining structures

B2 It-12 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 –

deformed (TMT) bars confirming to relevant IS Fe – 500 grade for

all diameters.Steel Requirement

B2 It-13 Cement Plaster 20 mm thick in C.M. 1:2 using water proofing

compound of approved quality including finishing etc. complete

B2 It-14 Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a radius 36.00 22.00 sq.m

B2 It-15 C.I. Steps All type & size and Fixing C. I. steps in masonry in C. M.

1:3 including necessary C.C. for jointing etc. complete during 15.00 119.00 No

progress of the work.

B2 It-16 New work (two or more coats) with a base coat of white washing

B2 It-17 Screen Assy FG B211 JMR

"Multi-rake" Mechanical coarse bar Screen suitable for channel

dimensions: Channel width: 600 mm, Channel depth: 1370 mm,

SWD: 200 mm ; bar spacing: 25 mm, Bar size: 10 mm thick X

mm deep flat bars, Angle of inclination: 75 deg. to horizontal,

MOC of screen: SS 304, Peak Flow per screen: 0.3 MLD , Vertical

discharge height for accommodating conveyor: 750 mm.

B2 It-18 Sluice Gate: Fabricated from MS IS 2062 Grade B Reinforced MS

plate 10 mm thick with adequate stiffeners. 2.00 1200000.00 Set

B2 It-19 SITC of Box Type Manual mesh Screen having following size,

made of SS 304 material having round bars of size 9.0 mm dia

with clear bar opening as specified here below, suitably welded

in outer frame of equal Leg SS angle of size 50 mm x 50 mm x

mm thick or higher, with intermediate support at required

locations, complete as per specs. & shall also including

followings: The screen shall be with SS perforated Screening

Material Collection Box at bottom end of Screen having size as

specified, fabricated from 3 mm thk SS sheet, screen shall be

suitable to slide complete screen through rollers between

existing guide passage of MCP 400, embedded/ fixed in wall on

both sides of RCC wall up to top of chamber with all necessary

hardware, SS nuts, bolts & washers, sacrificial Brass lugs on sides,

min. two lifting lugs/hooks & SS lifting chain having intermediate 1.00 310630.00 Set

link/chain of 150 mm dia. at every 1.5 m distance with shackle,

etc. complete in all respects and provided with 1 set of cleaning

rake with each screen, complete as per specification and

complete in all respect.

Screen Size: 1700 mm (W-or actual chamber width as per site )

Box Size: 1700 mm (W-or actual screen width) x 300 mm (H) x

300 mm (D) Opening: 50 mm x 50 mm sq. opening

Note : 1. Screen suitable for 1800 mm wide screen chamber or to

suit site requirement. (w/o Guide channel & MS supporting

Schedule- B- 2 ABSTRACT SHEET OF WET WELL

B2 It-20 Excavation for well including removing and spreading the

excavated stuffs directed with all lead.For 0 to 1.5 m depth 41.01 128.00 cu.m

B2 It-20.1 For 1.5 m to 3m depth 36.95 141.00 cu.m

B2 It-20.2 For 3 m to 4.5m depth 33.09 213.00 cu.m

B2 It-20.3 For 4.5m to 6 m depth 29.45 230.00 cu.m

B2 It-21 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.

B2 It-22 Providing and cast in situ C.C. in grade M-30 proportions of

ingredients as per mix design by weigh batching using granite,

quartzite trap metal of size 12 mm to 20 mm and or 6 mm to

mm including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete 55.00 8083.00 cu.mt

(excluding cost of reinforcement) with centering and

shuttering/deshuttering etc. comp. up to 6 meter height /depth

Av. G.L.for all water retaining structures

B2 It-23 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 – 5.50 77504.00 MT

deformed (TMT) bars confirming to relevant IS Fe – 500 grade for

B2 It-24 Cement Plaster 20 mm thick in C.M. 1:2 using water proofing

compound of approved quality including finishing etc. complete 71.00 202.00 sq.m

B2 It-25 C.I. Steps All type & size and Fixing C. I. steps in masonry in C. M.

1:3 including necessary C.C. for jointing etc. complete during

progress of the work. Assuming 1 CI Step Weight 1 Kg +

Installation Charges

B2 It-26 New work (two or more coats) with a base coat of white washing

B2 It-27 Providing and fixing 50 cm wide M.S. Ladder fabricated from M.S.

Flats 10 mm x 75 mm with 20 mm dia steel bar steps in double

rows, @ 30 cm C/C. The include stays of 10 mm x 50 mm flats

fixed at 3 meter C/C with welding anchoring and

coats\anticorrosive paint.

Labour charges for fixing 45 cm wide M. S. ladder made from

angle iron or Flats, inposition including cost of jointing materials

B2 It-28 Labour charges for fabricating in position M. S. reinforcement of

various dia. including shifting, cutting, bending, binding with

gauge wire, hooking, overlapping, scraping etc. complete for

water retaining and water treatment structure and their related

structures. INCL. COST OF WIRE

Schedule B-2 : Pump Room of 1 Main Pumping Station & 2 Auxilliary Pump room

B2 It-29 Designing (aesthetically) and constructing R.C.C frame structure 27 Sq. Mt. 15,301.72

of pump room with positive suction With Gantry structure (Min.

Height 4.5 M) Height as directed by Engineer Incharge.Upto

M (Plinth Level to Top slab Beam bottom) Pump Room , 3 mt X

Executive Engineer Dy.Executive Engineer

P.H. Division P. H. Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H. Mechanical Division P.H. Mechanical Division

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Schedule B-3 Rising Main

S. No. Item Description Quantity Unit Unit Rate

B3 It-1 Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per

required gradient and line including safety provisions using site

rails and stacking excavated stuff including up to all required 787.20 cum

lead cleaning the site etc. complete for all lifts and strata as

specified.Upto 1.50 mt depth, In all sorts of soil and soft murrum

B3 It-1.1 In all sorts of hard murrum, boulders incl. macadam road 787.20 cum 135

B3 It-1.2 In soft rock and/or masonry in CM or L M or Lime Concrete. 393.60 cum 163

B3 It-2 Providing bedding incl. ramming, watering, levelling,

consolidating etc. Complete as per standard and instruction of

engineer incharge 95.55 cum

As above with required quality Sand brought from outside

inclduing all lead

B3 It-3 Providing and supplying D. I. K-9 grade pipes for following

nominal bore diameter with internal cement mortar lining

including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to

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

Rate for DI pipe based on Wholesale Price index of Pig Iron as

157.60 for the month of Dec-2022. For sewerage project cement

mortor lining shall be with sulphate resistance cement, 100 mm

B3 It-3.1 150 mm Diameter 900.00 mts 1655

B3 It-4 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 GWSSB store or site of works any where in Gujarat

including all taxes, loading, unloading, carting stacking,

insurance, inspection charges, octroi etc. complete.

B3 It-5 Lowering, laying and jointing Mortar lined D. I. Pipes of various

classes with CI / MS specials of following diameters in

propposition, grade and alignment as directed by Engineer-in- 910.00 mts

charge including hydraulic testing etc. comp. 100 mm Diameter

B3 It-5.1 150 mm Diameter 900.00 mts 76.00

B3 It-6 Providing and cast in situ C.C. in grade M-20 (approx. Corresp. to

prope. 1:1.5:3) (proportions as per mix design or as per table

of IS456 2000 in masses by weigh batching) using quartizite trap

metal of size 12 mm to 20 mm and or 6 mm to 12 mm including

scaffolding centering form work, needle vibrated consolidation, 51.00 Nos. 4705.17

curing and hydraulic testing etc. complete (excluding cost of

reinforcement with centering and shuttering/ deshuttering etc.

complete up to meter hight/ depth from Av. GL for all structures

with water proofing compound. Thrust Block

B3 It-7 Refilling the pipeline trenches incl. ramming, watering, 1728.00 cum 22.00

consolidating desposal of surplus stuff as directed within a radius

B3 It-8 Providing and supplying ISI mark CI D/F Sluice Valves as per 2.00 Nos 3875.00

IS:14846 (Latest Edition) of following class and diameter

including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. 100 mm dia

B3 It-9 Lowering,laying and joining in position to flanged DI / C.I. pipes 2.00 Nos

of all classes / specialsetc. including cost of all jointing materials

rubber packing, nut bolts, inclduing lowering laying jointing

labour hydraulic testing etc. complete. 100 mm dia

B3 It-9.1 150 mm dia 2.00 Nos 585

Executive Engineer Dy.Executive Engineer

P.H. Division P. H. Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H. Mechanical Division P.H. Mechanical Division

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Schedule B-4 Soil-Based Technology Sewerage Treatment

Sr No Description Quantity Rate Per Amount

B4 It-1 Providing, constructing, supplying, installing, testing, and commissioning of a Soil-Based Technology

Sewerage Treatment Plant (STP) of specified capacity, including clearing and preparation of the site,

setting out works, earthwork excavation in all kinds of soil for foundations, tanks, chambers, trenches and

soil beds including dewatering, shoring, dressing of sides and bottoms, and disposal of surplus excavated

material, followed by backfilling with selected excavated earth in layers with proper watering and

compaction; providing and laying plain cement concrete for foundations and bedding; providing, placing,

and compacting reinforced cement concrete of specified grade for construction of all STP units such as

inlet chamber, screen chamber, grit chamber, primary settling/equalization tank, soil bed retaining walls,

distribution and collection chambers, and treated effluent collection tank, including centering, shuttering,

reinforcement steel, curing, and all incidental works; providing internal cement plaster with approved

waterproofing compound to all water-retaining structures; constructing the soil-based treatment beds

with graded and washed gravel, coarse sand, and engineered soil layers as per approved design, including

proper leveling, compaction, and formation of required slopes; supplying and laying PVC/HDPE

perforated distribution pipes and non-perforated interconnecting pipelines of approved class including

fittings, joints, supports, and testing; providing and fixing MS bar screens with frames, CI/FRP manhole

covers and frames, vents, and all appurtenances; providing plantation of grass/reeds over soil beds

including initial maintenance where specified; carrying out all testing of structures and pipelines, trial run

of the STP for the specified period, and demonstrating treated effluent quality as per prescribed

standards, complete in all respects as per drawings, technical specifications, relevant IS codes, CPHEEO

guidelines, and directions of the Engineer-in-Charge for 0.85 MLD Capacity of STP.

Executive Engineer Dy.Executive Engineer

P.H. Division P. H. Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H. Mechanical Division P.H. Mechanical Division

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Schedule B-5 : EXISTING STRUCTURE DEMOLITION

Sr. No. Description of Item Qty Unit Amount

B5 It-1 Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i)

B5 It-2 Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift.(ii) In Cement Mortar. 39.83 549.5 cum

B5 It-3 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhatsarchitraves, holdfasts and

other attachment etc. complete and stacking them within all lead and lift.(i) Not exceeding 3 Sq.M. in area. 14.00 187.52 No

B5 It-4 Dismentling C.I. pipes G.S.W.pipes and A.C. rain water pipes with fittings and clamps including stacking the materials

with all lead and lift ( for any dia, of pipe) 2.00 74.86 Rmt

B5 It-5 Salvagable value of reinforcement steel retrieved from RCC OHT structure, (ie) Column, Beams, Slab, Vertical wall etc,

taken away the materials etc. complete. reinforcement (Scrap Material) (Deduction) -2626.61 30 Kg -78798.30

Schedule B-5 :Construction of ESR

Designing structurally (asthetically) complying provisions of relevant indian standards and constructing RCCelevated

service reservoirs of following capacity and height, usinng latest soil investigation report of proposed site, seismic

zone, wind speed zone including (1) Container shape any suitable type(or as specified), (2) Staging consisting of

column brace trestle/ shaft/ combination clumn-brace trestle and shaft as appropriate (or as apecified) and (3)

Appropriat foundation system this includes excavation in all types of soil strata (including hard rock), casting 100mm

thick PCC levelling course in M-10, Refilling the pit with proper soil and disposing of the surplus stuff at all required

lead (4) This will also include cement plaster in CM 1:2 with approved water proofing compound all over inside

container(i.e, wakks base, top slab/dome bottom etc.(5) all type of labour & material charges of lowering, laying and

electrification / hosting and joing of pipe assembly of lnlet, outlet, overflow pipe, washout pipe and baypass

arrangement as per hydralic design are including.(6) providing and fixing accessories(specified)lC. I. Manhole frame

and covers,waterlevel indicators, lightening conductor, G. I.Piperailing around walk way and roof level at gallayand

around landing of inside shaft adequatecowl type ventilation or lantem type ventilationwith stainless steel jali(7)

Scope of work includes constructing RCC Spiral Staricas with adequate tie beams, staircase footing, R.C.C chamber for

valves, vantilaing shaft and vantilators as well as door in shaft ,SS grating to be provided to outlet pipe, ( insidecontine

for Safty )(8) Including providing and applying three coadsof cement paint, snow cam to the wall structure(9) It also

include satisfactory water typenesstest as per relivant IS cod and painting nameof scheme and capacity on the tank as

per diration of engineer inchargeList of India Standars for design of ESRNote:- the sturctural design of ESR shall be in

accordance with provicenceof relavent india standares IS 3370 part I and II 2009 or it's latest version 1.1 IS 3370 paet

III and VI 1965 or it's latest version IS 456 2000 or it's latest version IS 11682 1985 or it's latest version IS 1893

part I to VI or it's latest version IS 13920 1993 or it's latest version IS 875 part I to III 1987 or it's latest version IS

1987 or it's latest version

B5 It-6 The minimume concrite grade RCC is M30proposion of concrite in gradian shall be as per mix desin. Usually weigh 1.00 2651436.12 Nos

bachingHYSD (Fe-415) or higer grade for reinforce bar conforming to IS 1786/1139 or CRS / TMT bar shall be used as

detail specificationIn case of colume brace tester type sagging having more than 6 columes internal horizontalbracing

is obligatory. One bracing shall be at foundation level in case of individual footing Minimume size/ thikness of various

components shall be provided as per design criteria/ specification/ IS code. Capacity of ESRshall be consided excluding

free board. Minimum dimentions specified for variouscomponentes in tender data, specification should be

providedthe safe bering cap. Available pressure on soil shall be refered from latest SBC test Reportor tender data

sheet. During execution with poor soil state wih GWT is encountered,SBC shall have to be re-ascertain and thedesign

should be revised accordingly.Maximum spacing between horizontal bracingshall be 5mt.The BB mashonary cabin

with M.S door shall be constructioned and spiral staircase is outside of staging. shall be 5m( storey Height) at the

ground levelR.C.C staircase/ M.S/ staircase shall be provided and fixing for acces to roof when hight of roof from G.L is

upto 10 mt for ESR having more than 10mt hight proper R.C.C staircasesuitable RCC spiral staircase shall be

constratedraling should be provided through out staircaseand aroud the top beam.for ESR having stagy hight more

than 15mtthe spiral staircase shall be provided insidethe stagy with effecting tie beams more thanone diraction.Water

level indicator shall be provided and fixfloat type / electronic.The rates indicated in the table are includingthe cost of

pipes. Specials and valves requiredfor inlet, outlet, washout, overflow and by-passarrangement. The scope of work,

also includescostof erecting, laying and jointing materialsupto 5 M beyond outer face of outermost column.D.I. Pipes

No extra shall only

payment shallbe

paid for rate shall include cost

the sameEffictive of shll

curing dewatering

be carryduring execution

out upto making

requiredas all arrangement

per spacification and

shall engage qualified (at least graduate)consulting engineer for designign the structure and he/she shall visit the site

for guidance of work at least 3 times.75% part rate shall be payable for reinforce - ment concrete and plastering items

of containers of E. S. R. till satisfactory hydraulic testingfor water tightness is given; and till that workshall be treated

as incomplete. Note:Conditions from Sr. No. 1 to 11 shall form a part and parcel of the tender and must be included in

the draft tender papers for works ofR.C.C. E.S.R. 2 Lakh Lit Cap of ESR (12 m Staging Height)

Executive Engineer Dy.Executive Engineer

P.H. Division P. H. Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H. Mechanical Division P.H. Mechanical Division

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Schedule B-6:- Water supply Pipe

Sr. No. Item Qty Rate Unit Amount

B6 It-1 Providing and supplying in standard length ISI mark rigid unplasticised 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, freight charges, octroi, inspection charges, loading, 100.00 420 RMT

unloading, conveyance to the departmental stores and including cost of

jointing meterial etc. complete.160 mm PVC 6 kg/cm2

B6 It-1.1 110 mm PVC 6 kg/cm2 200.00 199 RMT

B6 It-2 Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of

following class and diameter including cost of conveyance from stores to

site of works including cost of labour, material, cement solvent, giving 100.00 28 RMT

satisfactory hydraulic testing as per ISI

code. 160 mm PVC 6 kg/cm2

B6 It-2.1 110 mm PVC 6 kg/cm2 200.00 19 RMT

B6 It-3 Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (Latest

Edition) of following class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, 2 3875 Nos

unloading, conveyance to departmental stores, stacking etc. complete.

B6 It-4 Lowering,laying and joining in position following C.I./D/F Sluice valves

including cost all labour, jointing material, including nut bolts and fiving

satisfactory hydraulic testing, etc. complete 100 mm dia

B6 It-5 Valve Chambers and Manholes

Construction of valves chambers in brick or bela stone masonry, locally

available in C. M. 1:6. Foundation concrete 150 mm thick in C. C. 1:4:8 of

trap metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3

and cement pointing outside in C. M. 1:3 and top cover of precast RCC

slab 100 mm thick (with key hole in two parts, each with handles or MS Bar

etc. complete as given size) Upto 1 Mt. depth from G. L. to pipe invert level

incl. complete civil works but excl. cost of excavation and refilling, with cast

in situ RCC slab in one single piece with fixing of CI-MH Frame and cover

(excl. cost of CI-MH Frame and cover) with 23 mm thick brick masonry wall

in C.M.1:6, Size of 1.30 m x 1.30 m and 1.0 m deep

Executive Engineer Dy.Executive Engineer

P.H. Division P. H. Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H. Mechanical Division P.H. Mechanical Division

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Schedule B-7 : Electrical-Mechanical & Instrumentation Estimate of Pumping Station

Electrical Estimate-MH-PS-1 to MH-34

Sr No Description Quantity Rate Unit Amount

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 cable (to be laid on wall surface

B7 It-1 with necessary clamps / in existing cable trench / cable trays / conduit / pipe 50 64.00 mtr

sleeves at road crossing or floor as per site requirement) conforming to IS:7098

(Part-1) & IEC:60502 (Part-1) of following sizes:

(C) 3 core 6 Sq. mm

B7 It-1.1 (D) 3 core 10 Sq. mm 50 80.00 mtr

B7 It-1.2 (F) 3 core 25 Sq. mm 50 108.00 mtr

Control Panel Board

DOL / Star Delta starter suitable for local & remote pump control application

consisting of MPCB, overload relay and contactors as per Type II coordination

B7 It-2 including digital voltmeter, analogue ammeter with selector switch, run hour 2 9221.30 Nos

meter, required protective relays & control accessories.

Cable Trays & Accessories

Supply & laying MS ladder type cable trays with side channel of size - 75 x 15 x 15 mm /

100 x 15 x 15 mm & rungs of size - 35 x 15 x 15 mm spaced at 250 mm apart, fabricated

from 2 mm thick sheet steel in standard length of 2.5 meter, duly finished with one

coat of red oxide & two coats of Aluminium paint as per IS including 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-incharge.

(B)300 mm. wide. - vertical member-75mm x 15mmx 2 mm thick, rungs-35x15x2 mm

@250 mm - Ladder Type Cable tray

Supply & laying MS perforated type cable trays with returned edge / flange, fabricated

from 2.0 mm thk sheet steel in the standard length of 2.5 mtrs, duly finished with one

coat of red oxide & two coats of aluminium paint as per IS including 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.

B7 It-4.1 (A) 100 x 50 x 2.0 mm thick 20 170.00 Mtr

B7 It-4.2 (B) 150 x 50 x 2.0 mm thick 20 220.00 Mtr

Supplying & erecting earth pit of minimum bore dia.150mm size approved make

Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made

of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-

200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron

galvanising, connection terminal dia of 12mm with constant ohmic value

surrounded by highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and heavy duty cover.

(A) Approved make OEM has to submit test certificate including value of earth

resistance of installation duly stamped and signed by agency and officer

Incharge and ensure the value of earthing resistance mentioned in test

Certificate) & having back filling compound of (B) (Inner chemical Compound)- 2 4546.00 nos

Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017, Voltage drop- <

volt at no load & dry form, Sulphar content- <2%) (C) Back fill Compound -

B7 It-5 Earthing compound should be capable to retain moisture for long time

Necessary test report must be submitted by Agency.

For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

For Electrical Installation covering Transformer Neutrals, Lightning arrester

Earthing, A.C.Plant & Sensitive Computer System(like Automation, SCADA) i.e

Independent Earthing in normal soil.

Length of Pipe : 3.00 mtrs 2 8551.00 nos

Back filling Compound : 2 nos Bags of 25 Kg.

25 X 6 Electro grade Cu. Strips

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to

Watt assembled on single MCPCB, with housing used as a heat sink shall be

made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast

powder coated and high U.V. & corrosion resistance with diffuser with

company mark/name 160V to 270V, Power Factor more than 0.95, THD < 15%,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED

B7 It-6 LED driver efficiency > 85 % 10 645.34 Nos

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

(A) Tube Light with integral driver

(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet

Supplying & erecting Steel tubular pole (Swaged) confirming to IS - 2713 (Part-

II) 1980. Manufacturing process of steel tubular pole should be as per IS

specification. Basic steel tube should be ISI Marked. Pole should be painted by

one coat of Zinc comet Primer and two coat of Aluminium /approved paint to

B7 It-7 be erected on / in existing Foundation. The length of poles are as below. 6 7177.55 Nos

'(A) 7.5 mtr. Long Swaged Steel tubular pole

'(i) pole as per IS code 410-SP-4 with 300 X 300 X 4 mm base plate with

necessary G.I. J Bolts (Approximate Pole weight 67 Kg) For burial erection

(ii) Add Extra for M.S. Base plate 300 X 300 X 16 mm for pole, Suitable for

B7 It-7.1 mounting on surface of foundation with GI foundation bolts, with required 6 973.85 Nos

stiffeners welded with pole.

B7 It-7.2 (iii) Add Extra for PU base primer and PU Paint on pole. 6 383.60 Nos

Providing and erecting Sheet Steel powder coated MCB distribution board –

flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,

Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate

B7 It-8 nos. of MCBs. (The DBs should be used of same company of MCB to be used) 1 789.00 Nos

'Three phase 12 way

Poviding and erecting Approved make RCCBs conforming to IS: 12640 and

having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and

suitable for operation on single phase 240 V, 50Hz. having characteristic of

B7 It-9 quick action & tripping with all advance feature & do not incorporate any 3 1,628.00 Nos

electronic component. for following Max. rating erected as directed

40Amps DP Cat. I

providing and erecting Miniature circuit breaker single pole 6A to 25A suitable

to operate on 240 V A.C. system and having breaking capacity 10 KA to be

B7 It-10 erected in existing box. conforming to IS 8828/1996 with ISI Mark 20 73.00 Nos

B7 It-11 Half / One Module Blanking Plate of Standard Size. 10 9.00 Nos

Providing & erecting approved make celling fan with double ball bearing isi

B7 It-12 marked with condenser AC 230 V 50HZ 1200 mm sweep complete with canopy 2 1581.51 each

erected on hook or clamp with earthing

Supplying & erecting single phase approved make industrial exhaust fan

suitable for medium duty ring mounted low noise operation suitable for

medium duty having following dia size and maximum speed in RPM

[E] 450 mm dia 1400 RPM

Point wiring for light/fan/bell/primary point with 2-1.5 sq.mm and earth wire of

1.5 sq.mm. both are of ISI Marked 1.1 kv grade FRLS PVC insulated multistrand

copper wire upto max lenght 10mtr in bellow type of pipe erected with 6A

tissino type ISI marked flush type switch and accessories erected on

metal/pvc/wood box covered with 3mm thick laminated sheet with necessary

lamp holder / celling rose HD Connector as directed.

(j) in existing pipe erected concealed in wall/ceiling complete

B7 It-14.1 Fan point 6 291.83 Nos

B7 It-14.2 3 Pin 6 Amp socket outlet on separate board 10 310.60 Nos

LOCAL CONTROL STATIONS: SITC of Local control stations with enclosure of

B7 It-15 FRP, weatherproof suitable for outdoor installation IP66, to be mounted on 4 7156.50 No

fabricated mounting structure

Providing & fitting heavy duty brass cable glands (nickel-plated) with washers &

B7 It-16 rubber ring conforming to IS, suitable for 3, 3½ & 4 core 10 107.00 No

cables of following type & sizes:

3 core 6 Sq. mm

B7 It-16.1 3 core 10 Sq. mm 10 120.00 No

Supplying stand first AID box with antiseptic cream, medicine for use on wounds

due burn, crepe bandage, gauge bandage, medicated ready to use bandage

(Band-aid) adhesive tape for medicinal user, Scissors, anti-septic solution (Savlon

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

Supplying & erecting D.C.P. type fire extinguisher for following capacity cartridge

type with gun metal cap 150 gram CO2 gas cartridge, powder and brackets

B7 It-18 confirming to IS 2171 1985 and complete erected with necessary clamps made 2 1696.26 No

from 50 x 6 mm M S Flat with nuts and bolts grouted in wall complete

For 5 Kg Capacity

Supplying & erecting carbon dioxide (CO2) fire extinguisher user of following

capacity with necessary clamps made from 50 x 6 mm M.S. Flat with nut & bolts

grouted in wall complete.

For 4.5 Kg Capacity

Supplying & erecting ABC powder type ‘Ceasefire’ type Fire extinguisher as per IS

13849 or 1 Kg capacity with necessary clamp for erection on wall.

Electrical Estimate-MH-PS-2 to MH-239

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 cable (to be laid on wall surface

B7 It-21 with necessary clamps / in existing cable trench / cable trays / conduit / pipe 50 64.00 mtr

sleeves at road crossing or floor as per site requirement) conforming to IS:7098

(Part-1) & IEC:60502 (Part-1) of following sizes:

(C) 3 core 6 Sq. mm

B7 It-21.1 (D) 3 core 10 Sq. mm 50 80.00 mtr

B7 It-21.2 (F) 3 core 25 Sq. mm 50 108.00 mtr

Control Panel Board

DOL / Star Delta starter suitable for local & remote pump control application

consisting of MPCB, overload relay and contactors as per Type II coordination

B7 It-22 including digital voltmeter, analogue ammeter with selector switch, run hour 2 6924.00 Nos

meter, required protective relays & control accessories.

Cable Trays & Accessories

Supply & laying MS ladder type cable trays with side channel of size - 75 x 15 x 15 mm /

100 x 15 x 15 mm & rungs of size - 35 x 15 x 15 mm spaced at 250 mm apart, fabricated

from 2 mm thick sheet steel in standard length of 2.5 meter, duly finished with one

coat of red oxide & two coats of Aluminium paint as per IS including 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-incharge.

(B)300 mm. wide. - vertical member-75mm x 15mmx 2 mm thick, rungs-35x15x2 mm

@250 mm - Ladder Type Cable tray

Supply & laying MS perforated type cable trays with returned edge / flange, fabricated

from 2.0 mm thk sheet steel in the standard length of 2.5 mtrs, duly finished with one

coat of red oxide & two coats of aluminium paint as per IS including accessories such as

B7 It-24 coupler plates / fish plates, bends, tees, reducers, elbows, covers and electro- 20 154.00 Mtr

galvanized hardware etc, erected on existing support as per specification and

instruction of Engineer-in-charge.

(A) 100 x 50 x 2.0 mm thick

B7 It-24.1 (B) 150 x 50 x 2.0 mm thick 20 200.00 Mtr

Supplying & erecting earth pit of minimum bore dia.150mm size approved make

Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made

of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-

200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron

galvanising, connection terminal dia of 12mm with constant ohmic value

surrounded by highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and heavy duty cover.

(A) Approved make OEM has to submit test certificate including value of earth

resistance of installation duly stamped and signed by agency and officer 2 4546.00 nos

Incharge and ensure the value of earthing resistance mentioned in test

Certificate) & having back filling compound of (B) (Inner chemical Compound)-

B7 It-25 Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017, Voltage drop- <

volt at no load & dry form, Sulphar content- <2%) (C) Back fill Compound -

Earthing compound should be capable to retain moisture for long time

Necessary test report must be submitted by Agency.

For Electrical Installation up to 440V in normal soil

For Electrical Installation covering Transformer Neutrals, Lightning arrester

Earthing, A.C.Plant & Sensitive Computer System(like Automation, SCADA) i.e

Independent Earthing in normal soil.

Length of Pipe : 3.00 mtrs 2 8551.00 nos

Back filling Compound : 2 nos Bags of 25 Kg.

25 X 6 Electro grade Cu. Strips

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to

Watt assembled on single MCPCB, with housing used as a heat sink shall be

made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast

powder coated and high U.V. & corrosion resistance with diffuser with

company mark/name 160V to 270V, Power Factor more than 0.95, THD < 15%,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED 10 645.34 Nos

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

B7 It-26 (A) Tube Light with integral driver

(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet

Supplying & erecting Steel tubular pole (Swaged) confirming to IS - 2713 (Part-

II) 1980. Manufacturing process of steel tubular pole should be as per IS

specification. Basic steel tube should be ISI Marked. Pole should be painted by

one coat of Zinc comet Primer and two coat of Aluminium /approved paint to

be erected on / in existing Foundation. The length of poles are as below.

'(A) 7.5 mtr. Long Swaged Steel tubular pole

'(i) pole as per IS code 410-SP-4 with 300 X 300 X 4 mm base plate with

necessary G.I. J Bolts (Approximate Pole weight 67 Kg) For burial erection

(ii) Add Extra for M.S. Base plate 300 X 300 X 16 mm for pole, Suitable for

B7 It-26.1 mounting on surface of foundation with GI foundation bolts, with required 6 973.85 Nos

stiffeners welded with pole.

B7 It-26.2 (iii) Add Extra for PU base primer and PU Paint on pole. 6 383.60 Nos

Providing and erecting Sheet Steel powder coated MCB distribution board –

flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,

Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate

nos. of MCBs. (The DBs should be used of same company of MCB to be used)

'Three phase 12 way

Poviding and erecting Approved make RCCBs conforming to IS: 12640 and

having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and

suitable for operation on single phase 240 V, 50Hz. having characteristic of

B7 It-28 quick action & tripping with all advance feature & do not incorporate any 3 1,628.00 Nos

electronic component. for following Max. rating erected as directed

40Amps DP Cat. I

providing and erecting Miniature circuit breaker single pole 6A to 25A suitable

to operate on 240 V A.C. system and having breaking capacity 10 KA to be

B7 It-29 erected in existing box. conforming to IS 8828/1996 with ISI Mark 20 73.00 Nos

B7 It-30 Half / One Module Blanking Plate of Standard Size. 10 9.00 Nos

Providing & erecting approved make celling fan with double ball bearing isi

B7 It-31 marked with condenser AC 230 V 50HZ 1200 mm sweep complete with canopy 2 1581.51 each

erected on hook or clamp with earthing

Supplying & erecting single phase approved make industrial exhaust fan

suitable for medium duty ring mounted low noise operation suitable for

B7 It-32 medium duty having following dia size and maximum speed in RPM 4 2459.47 Nos

[E] 450 mm dia 1400 RPM

Point wiring for light/fan/bell/primary point with 2-1.5 sq.mm and earth wire of

1.5 sq.mm. both are of ISI Marked 1.1 kv grade FRLS PVC insulated multistrand

copper wire upto max lenght 10mtr in bellow type of pipe erected with 6A

tissino type ISI marked flush type switch and accessories erected on

B7 It-33 metal/pvc/wood box covered with 3mm thick laminated sheet with necessary 10 291.83 Nos

lamp holder / celling rose HD Connector as directed.

(F) in existing pipe erected concealed in wall/ceiling complete

B7 It-33.1 Fan point 6 291.83 Nos

B7 It-33.2 3 Pin 6 Amp socket outlet on separate board 10 310.60 Nos

LOCAL CONTROL STATIONS: SITC of Local control stations with enclosure of

B7 It-33.3 FRP, weatherproof suitable for outdoor installation IP66, to be mounted on 4 7156.50 No

fabricated mounting structure

Providing & fitting heavy duty brass cable glands (nickel-plated) with washers &

B7 It-34 rubber ring conforming to IS, suitable for 3, 3½ & 4 core 10 107.00 No

cables of following type & sizes:

3 core 6 Sq. mm

B7 It-34.1 3 core 10 Sq. mm 10 120.00 No

Supplying stand first AID box with antiseptic cream, medicine for use on wounds

due burn, crepe bandage, gauge bandage, medicated ready to use bandage

(Band-aid) adhesive tape for medicinal user, Scissors, anti-septic solution (Savlon

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

Supplying & erecting D.C.P. type fire extinguisher for following capacity cartridge

type with gun metal cap 150 gram CO2 gas cartridge, powder and brackets

B7 It-36 confirming to IS 2171 1985 and complete erected with necessary clamps made 2 1696.26 nos

from 50 x 6 mm M S Flat with nuts and bolts grouted in wall complete

For 5 Kg Capacity

Supplying & erecting carbon dioxide (CO2) fire extinguisher user of following

capacity with necessary clamps made from 50 x 6 mm M.S. Flat with nut & bolts

grouted in wall complete.

For 4.5 Kg Capacity

Supplying & erecting ABC powder type ‘Ceasefire’ type Fire extinguisher as per IS

13849 or 1 Kg capacity with necessary clamp for erection on wall.

Electrical Estimate-PS-1 to STP

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 cable (to be laid on wall surface

with necessary clamps / in existing cable trench / cable trays / conduit / pipe

sleeves at road crossing or floor as per site requirement) conforming to IS:7098

(Part-1) & IEC:60502 (Part-1) of following sizes:

(C) 3 core 6 Sq. mm

B7 It-39.1 (D) 3 core 10 Sq. mm 50 80.00 mtr

B7 It-39.2 (F) 3 core 25 Sq. mm 100 108.00 mtr

Control Panel Board

DOL / Star Delta starter suitable for local & remote pump control application

consisting of MPCB, overload relay and contactors as per Type II coordination

B7 It-40 including digital voltmeter, analogue ammeter with selector switch, run hour

meter, required protective relays & control accessories.

Cable Trays & Accessories

Supply & laying MS ladder type cable trays with side channel of size - 75 x 15 x 15 mm /

100 x 15 x 15 mm & rungs of size - 35 x 15 x 15 mm spaced at 250 mm apart, fabricated

from 2 mm thick sheet steel in standard length of 2.5 meter, duly finished with one

coat of red oxide & two coats of Aluminium paint as per IS including 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-incharge.

(B)300 mm. wide. - vertical member-75mm x 15mmx 2 mm thick, rungs-35x15x2 mm

@250 mm - Ladder Type Cable tray

Supply & laying MS perforated type cable trays with returned edge / flange,

fabricated from 2.0 mm thk sheet steel in the standard length of 2.5 mtrs, duly

finished with one coat of red oxide & two coats of aluminium paint as per IS

including 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.

(A) 100 x 50 x 2.0 mm thick

B7It-42.1 (B) 150 x 50 x 2.0 mm thick 20 200.00 Mtr

Supplying & erecting earth pit of minimum bore dia.150mm size approved make

Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made

of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-

200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron

galvanising, connection terminal dia of 12mm with constant ohmic value

surrounded by highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and heavy duty cover.

(A) Approved make OEM has to submit test certificate including value of earth 2 4546.00 nos

resistance of installation duly stamped and signed by agency and officer

Incharge and ensure the value of earthing resistance mentioned in test

B7 It-43 Certificate) & having back filling compound of (B) (Inner chemical Compound)-

Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017, Voltage drop- <

volt at no load & dry form, Sulphar content- <2%) (C) Back fill Compound -

Earthing compound should be capable to retain moisture for long time

Necessary test report must be submitted by Agency.

For Electrical Installation covering Transformer Neutrals, Lightning arrester

Earthing, A.C.Plant & Sensitive Computer System(like Automation, SCADA) i.e

Independent Earthing in normal soil.

Length of Pipe : 3.00 mtrs 2 8551.00 nos

Back filling Compound : 2 nos Bags of 25 Kg.

25 X 6 Electro grade Cu. Strips

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to

Watt assembled on single MCPCB, with housing used as a heat sink shall be

made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast

powder coated and high U.V. & corrosion resistance with diffuser with

company mark/name 160V to 270V, Power Factor more than 0.95, THD < 15%,

CCT 3000 K to 6500K,

B7 It-44 Luminaire efficacy> 85 lumens/watt ,LED 10 645.34 Nos

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

(A) Tube Light with integral driver

(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet

Supplying & erecting Steel tubular pole (Swaged) confirming to IS - 2713 (Part-

II) 1980. Manufacturing process of steel tubular pole should be as per IS

specification. Basic steel tube should be ISI Marked. Pole should be painted by

one coat of Zinc comet Primer and two coat of Aluminium /approved paint to

B7 It-45 be erected on / in existing Foundation. The length of poles are as below. 6 7177.55 Nos

'(A) 7.5 mtr. Long Swaged Steel tubular pole

'(i) pole as per IS code 410-SP-4 with 300 X 300 X 4 mm base plate with

necessary G.I. J Bolts (Approximate Pole weight 67 Kg) For burial erection

(ii) Add Extra for M.S. Base plate 300 X 300 X 16 mm for pole, Suitable for

B7 It-46 mounting on surface of foundation with GI foundation bolts, with required 6 973.85 Nos

stiffeners welded with pole.

B7 It-46.1 (iii) Add Extra for PU base primer and PU Paint on pole. 6 383.60 Nos

Providing and erecting Sheet Steel powder coated MCB distribution board –

flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,

Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate

nos. of MCBs. (The DBs should be used of same company of MCB to be used)

'Three phase 12 way

Poviding and erecting Approved make RCCBs conforming to IS: 12640 and

having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and

suitable for operation on single phase 240 V, 50Hz. having characteristic of

B7 It-48 quick action & tripping with all advance feature & do not incorporate any 3 1,628.00 Nos

electronic component. for following Max. rating erected as directed

40Amps DP Cat. I

providing and erecting Miniature circuit breaker single pole 6A to 25A suitable

to operate on 240 V A.C. system and having breaking capacity 10 KA to be

B7 It-49 erected in existing box. conforming to IS 8828/1996 with ISI Mark 20 73.00 Nos

B7 It-50 Half / One Module Blanking Plate of Standard Size. 10 9.00 Nos

Providing & erecting approved make celling fan with double ball bearing isi

B7 It-51 marked with condenser AC 230 V 50HZ 1200 mm sweep complete with canopy 2 1581.51 each

erected on hook or clamp with earthing

Supplying & erecting single phase approved make industrial exhaust fan

suitable for medium duty ring mounted low noise operation suitable for

B7 It-52 medium duty having following dia size and maximum speed in RPM 4 2459.47 Nos

[E] 450 mm dia 1400 RPM

Point wiring for light/fan/bell/primary point with 2-1.5 sq.mm and earth wire of

1.5 sq.mm. both are of ISI Marked 1.1 kv grade FRLS PVC insulated multistrand

copper wire upto max lenght 10mtr in bellow type of pipe erected with 6A

tissino type ISI marked flush type switch and accessories erected on

B7 It-53 metal/pvc/wood box covered with 3mm thick laminated sheet with necessary 10 291.83 Nos

lamp holder / celling rose HD Connector as directed.

(F) in existing pipe erected concealed in wall/ceiling complete

B7 It-53.1 Fan point 6 291.83 Nos

B7 It-53.2 3 Pin 6 Amp socket outlet on separate board 10 310.60 No

LOCAL CONTROL STATIONS: SITC of Local control stations with enclosure of

B7 It-54 FRP, weatherproof suitable for outdoor installation IP66, to be mounted on 4 7150.00 No

fabricated mounting structure

Providing & fitting heavy duty brass cable glands (nickel-plated) with washers &

B7 It-55 rubber ring conforming to IS, suitable for 3, 3½ & 4 core 10 107.00 No

cables of following type & sizes:

3 core 6 Sq. mm

B7 It-55.1 3 core 10 Sq. mm 10 120.00 No

Supplying stand first AID box with antiseptic cream, medicine for use on wounds

due burn, crepe bandage, gauge bandage, medicated ready to use bandage

(Band-aid) adhesive tape for medicinal user, Scissors, anti-septic solution (Savlon

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

Supplying & erecting D.C.P. type fire extinguisher for following capacity cartridge

type with gun metal cap 150 gram CO2 gas cartridge, powder and brackets

B7 It-57 confirming to IS 2171 1985 and complete erected with necessary clamps made 2 1,696.26 No

from 50 x 6 mm M S Flat with nuts and bolts grouted in wall complete

For 5 Kg Capacity

Supplying & erecting carbon dioxide (CO2) fire extinguisher user of following

capacity with necessary clamps made from 50 x 6 mm M.S. Flat with nut & bolts

grouted in wall complete.

For 4.5 Kg Capacity

Supplying & erecting ABC powder type ‘Ceasefire’ type Fire extinguisher as per IS

13849 or 1 Kg capacity with necessary clamp for erection on wall.

Mechanical Estimate: MH-PS-1 to MH-34

SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMP:

Supply, installation, testing & commissioning of sewage submersible, non clog

type suitable for working on three phase, 50 Hz ± 3%, 415 V ± 10%, AC supply,

1450 RPM synchronous speed with 3 core flat copper cable from pump to

starter panel with cable end terminations, all supports, clamps, pipe fittings

B7 It-60 along with mechanical seal, bearing bush, strainer etc. complete set & 2 163319 Nos

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.

Discharge 300 LPM (18 Mt3/Hr), Head 42 mtr, 3.7 KW (5 HP), 2 Set (1W+1S)

SLUICE VALVE : Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846

(Latest Edition) of following class andiameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

B7 It-61 conveyance to departmental stores, stacking etc. complete. 2 2679 Nos

PN-1.0 With hand gear operated (PD type short body)

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,

B7 It-62 including nut bolts and giving satisfactory hydraulic testing, etc. complete 2 378 Nos

CHECK VALVE/ NRV :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,

B7 It-63 unloading, 2 2929.00 Nos

conveyance to departmental stores, stacking etc. complete. PN 1.0 category as

per detailed specifications.

Lowering, laying and jointing in position following C. I. / D/F Reflux valves,

Butterfly valves,

Sluice valves and Air valves including cost of all labour, jointing material,

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

S.S EXPANSION BELLOWS : 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.

B7 It-65 MOC: Bellows: SA 240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2 3420.00 Nos

2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS

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

Pressure Rating PN-1.0

Providing, supplying, and laying Mild Steel (MS) pipes of standard IS

specifications (IS 1239 / IS 3589 / IS 4270, as applicable) with suitable wall

thickness for sewage applications. Pipes shall be manufactured from tested

B7 It-66 quality mild steel plates conforming to IS 2062 or equivalent, fabricated by 25 384 MTR

electric resistance welding (ERW) or submerged arc welding (SAW).

M.S. SPECIALS FLANGED ENDS

Flanged Ended : Up to 300 mm. dia.

Drain Pump : Supply, installation, testing & commissioning of Horizontal Mono-

Submersible Pump set (Drain pump) as per IS: 14220 / 1994 & its latest

amendments of following duty parameters with suitable submersible motor as

per IS: 9283 / 1994 & its latest amendments working on 3 ø, 415 V ± 10%, 50 ±

B7 It-68 3% Hz power supply, rated speed 2900 RPM of following duty capacity. 1 21324 Set

Material of Constructions: Impeller- High tensile brass / LTB II; Casing- CI FG

260; Pump & Motor shaft- SS 304; Bearing Bush- LTB III.

(1) 50m3/hr,5 Hp, Head : 10 mtr.

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

B7 It-69 electrically operated by suitable rating motor IP 54, control panel & down 1 440250 Set

pendant control block, brake, safety device, cables form motor to starter panel

& other required accessories & tested as per IS Specifications.(a). 1T- Span :

to 12 m, long travel : 12 m(As per Pump Room Size), Lift : 6m to 10m.

Mechanical Estimate: MH-PS-2 to MH-239

SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMP:

Supply, installation, testing & commissioning of sewage submersible, non clog

type suitable for working on three phase, 50 Hz ± 3%, 415 V ± 10%, AC supply,

1450 RPM synchronous speed with 3 core flat copper cable from pump to

starter panel with cable end terminations, all supports, clamps, pipe fittings

B7 It-70 along with mechanical seal, bearing bush, strainer etc. complete set & 2 146348 Nos

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.

Discharge 150 LPM (9 Mt3/Hr), Head 22 mtr, 1.5 KW (2 HP), 2 Set (1W+1S)

I) Ball VALVE :

B7 It-71 Flanged ends, Matallic to metallic chrame coated wecige PVC seat rings 2 1827 Nos

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,

B7 It-72 including nut bolts and giving satisfactory hydraulic testing, etc. complete 2 302.4 Nos

B7 It-72.1 80 mm 2 400 Nos

CHECK VALVE/ NRV :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,

B7 It-73 unloading, 2 2929.00 Nos

conveyance to departmental stores, stacking etc. complete. PN 1.0 category as

per detailed specifications.

Lowering, laying and jointing in position following C. I. / D/F Reflux valves,

Butterfly valves,

Sluice valves and Air valves including cost of all labour, jointing material,

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

S.S EXPANSION BELLOWS : 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.

B7 It-75 MOC: Bellows: SA 240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2 1300.00 Nos

2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS

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

Pressure Rating PN-1.0

Providing, supplying, and laying Mild Steel (MS) pipes of standard IS

specifications (IS 1239 / IS 3589 / IS 4270, as applicable) with suitable wall

thickness for sewage applications. Pipes shall be manufactured from tested

B7 It-76 20 307 MTR

quality mild steel plates conforming to IS 2062 or equivalent, fabricated by

electric resistance welding (ERW) or submerged arc welding (SAW).

M.S. SPECIALS FLANGED ENDS

Flanged Ended : Up to 300 mm. dia.

Drain Pump : Supply, installation, testing & commissioning of Horizontal Mono-

Submersible Pump set (Drain pump) as per IS: 14220 / 1994 & its latest

amendments of following duty parameters with suitable submersible motor as

per IS: 9283 / 1994 & its latest amendments working on 3 ø, 415 V ± 10%, 50 ±

B7 It-78 3% Hz power supply, rated speed 2900 RPM of following duty capacity. 1 21324 Set

Material of Constructions: Impeller- High tensile brass / LTB II; Casing- CI FG

260; Pump & Motor shaft- SS 304; Bearing Bush- LTB III.

(1) 50m3/hr,5 Hp, Head : 10 mtr.

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

B7 It-79 electrically operated by suitable rating motor IP 54, control panel & down 1 440250.00 Set

pendant control block, brake, safety device, cables form motor to starter panel

& other required accessories & tested as per IS Specifications.(a). 1T- Span :

to 12 m, long travel : 12 m(As per Pump Room Size), Lift : 6m to 10m.

Mechanical Estimate: PS- 1 to MPS of STP

SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMP:

Supply, installation, testing & commissioning of sewage submersible, non clog

type suitable for working on three phase, 50 Hz ± 3%, 415 V ± 10%, AC supply,

1450 RPM synchronous speed with 3 core flat copper cable from pump to

starter panel with cable end terminations, all supports, clamps, pipe fittings

B7 It-80 along with mechanical seal, bearing bush, strainer etc. complete set & 2 275025.00 Nos

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 &

Discharge Discharge 384 LPM (23 Mt3/Hr), Head 41 mtr, 9.3 KW (12.5 HP), 2 Set

SLUICE VALVE : Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846

(Latest Edition) of following class andiameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

B7 It-81 conveyance to departmental stores, stacking etc. complete. 2 3286.00 Nos

PN-1.0 With hand gear operated (PD type short body)

Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly

valves, Sluice valves and Air valves including cost of all labour, jointing material,

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

CHECK VALVE/ NRV :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,

B7 It-83 unloading, 2 3946.00 Nos

conveyance to departmental stores, stacking etc. complete. PN 1.0 category as

per detailed specifications.

Lowering, laying and jointing in position following C. I. / D/F Reflux valves,

Butterfly valves,

Sluice valves and Air valves including cost of all labour, jointing material,

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

S.S EXPANSION BELLOWS : 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.

B7 It-85 MOC: Bellows: SA 240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2 4080.00 Nos

2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS

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

Pressure Rating PN-1.0

Providing, supplying, and laying Mild Steel (MS) pipes of standard IS

specifications (IS 1239 / IS 3589 / IS 4270, as applicable) with suitable wall

thickness for sewage applications. Pipes shall be manufactured from tested

quality mild steel plates conforming to IS 2062 or equivalent, fabricated by 20 614.00 MTR

electric resistance welding (ERW) or submerged arc welding (SAW).

M.S. SPECIALS FLANGED ENDS

Flanged Ended : Up to 300 mm. dia.

Drain Pump : Supply, installation, testing & commissioning of Horizontal Mono-

Submersible Pump set (Drain pump) as per IS: 14220 / 1994 & its latest

amendments of following duty parameters with suitable submersible motor as

per IS: 9283 / 1994 & its latest amendments working on 3 ø, 415 V ± 10%, 50 ±

B7 It-88 3% Hz power supply, rated speed 2900 RPM of following duty capacity. 1 21324.00 Set

Material of Constructions: Impeller- High tensile brass / LTB II; Casing- CI FG

260; Pump & Motor shaft- SS 304; Bearing Bush- LTB III.

(1) 50m3/hr,5 Hp, Head : 10 mtr.

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

B7 It-89 electrically operated by suitable rating motor IP 54, control panel & down 1 440250.00 Set

pendant control block, brake, safety device, cables form motor to starter panel

& other required accessories & tested as per IS Specifications.(a). 1T- Span :

to 12 m, long travel : 12 m(As per Pump Room Size), Lift : 6m to 10m.

Instrumentation Estimate: MH-PS-1 to MH-34

Flow meter : 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, one scalable pulse/ one status, one Modbus output,

one GPRS/ GSM 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

B7 It-90 to transmitter communication, Minimum 5 years battery lifetime, 3.6 VDC Non 1 109109.00 Nos

Rechargeable Lithium-thionyl chloride/ Ni-Cd high power batteries, Hourly

Basis Worldwide transmission of measured data and events via e‐mail and SMS

by integrated GSM/GPRS modem, Reliable data storage facility through

integrated SD card etc alongwith wall mounted/ stand mounted cabinet.

mm Nominal Bore

Pressure Gauge : Design, Supply, Installation, Testing, Commissioning of

Bourdon Type Pressure Gauge, ±1% accuracy, Direct bottom 1/2"

NPT (M) process connection, IP 67, Glycerine filled, SS304 Case with Bayonet

Type Bezel, SS316 L Bourdon Tube, SS 4 1412.00 Nos

316 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 etc as per IS

Size :150 mm dia size.(0-20 kg/cm2)

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

B7 It-92 and underground reservoirs. The top mounted level switches shall be supplied 1 12802.00 Nos

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 of following Range.

Instrumentation Estimate MH-PS-2 to MH-239

Flow meter : 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, one scalable pulse/ one status, one Modbus output,

one GPRS/ GSM 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

B7 It-93 to transmitter communication, Minimum 5 years battery lifetime, 3.6 VDC Non 1 100813.00 Nos

Rechargeable Lithium-thionyl chloride/ Ni-Cd high power batteries, Hourly

Basis Worldwide transmission of measured data and events via e‐mail and SMS

by integrated GSM/GPRS modem, Reliable data storage facility through

integrated SD card etc alongwith wall mounted/ stand mounted cabinet.

mm Nominal Bore

Pressure Gauge : Design, Supply, Installation, Testing, Commissioning of

Bourdon Type Pressure Gauge, ±1% accuracy, Direct bottom 1/2"

NPT (M) process connection, IP 67, Glycerine filled, SS304 Case with Bayonet

Type Bezel, SS316 L Bourdon Tube, SS

316 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 etc as per IS

Size :150 mm dia size.(0-20 kg/cm2)

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

B7 It-95 and underground reservoirs. The top mounted level switches shall be supplied 1 12802.00 Nos

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 of following Range.

Instrumentation Estimate: PS-1 to MPS of STP

Flow meter : : 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, one scalable pulse/ one status, one Modbus output,

one GPRS/ GSM 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

B7 It-96 to transmitter communication, Minimum 5 years battery lifetime, 3.6 VDC Non 1 115377.00 Nos

Rechargeable Lithium-thionyl chloride/ Ni-Cd high power batteries, Hourly

Basis Worldwide transmission of measured data and events via e‐mail and SMS

by integrated GSM/GPRS modem, Reliable data storage facility through

integrated SD card etc alongwith wall mounted/ stand mounted cabinet.

mm Nominal Bore

Pressure Gauge : Design, Supply, Installation, Testing, Commissioning of

Bourdon Type Pressure Gauge, ±1% accuracy, Direct bottom 1/2"

NPT (M) process connection, IP 67, Glycerine filled, SS304 Case with Bayonet

Type Bezel, SS316 L Bourdon Tube, SS

316 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 etc as per IS

Size :150 mm dia size.(0-20 kg/cm2)

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

B7 It-98 and underground reservoirs. The top mounted level switches shall be supplied 1 12802.00 Nos

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 of following Range.

Executive Engineer Dy.Executive Engineer

P.H. Division P. H. Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H. Mechanical Division P.H. Mechanical Division

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Schedule C: Operation and Maintenance Cost of PS, STP & Sewerage Network

A: Operation & Maintenance (For Ten Year)

S.N. Particular Qty Upto DLP Qty After DLP Rate Per For 1 Year For 2nd Year For 3rd Year For 4th Year For 5th Year For 6th Year For 7th Year For 8th For 9th For 10th

Month Year Year Year

(A) CIVIL STRUCTURE

2.1 ALL CIVIL STRUCTURES ( New

Electromechanical componenets

i.e WTP,Metalic & Non -Metalic

Pipe,Sump & ESR, Pumping

Machinery, Pump

House,Staffquarters etc as per

Part-1 (Applicable From

Total for 10 Years

Executive Engineer Dy.Executive Engineer

P.H.W. Division P. H.S Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H.Mechanical Division P.H.Mechanical Division

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Schedule C: Operation and Maintenance Cost of PS, STP & Sewerage Network

Establishment (Civil+Mechanical)

Sr. No. Qty. Unit Item month (in Per Amount in

1 0 Persons 60,000 person

2 0 Persons 50,000 person

Engineer (5 YoE)

Asst. Maintenance

3 0 Persons 22,000 person

Engineer (1 YoE)

4 1 Persons Operators (1 YoE) 18,706 person

SCADA Operator (1

5 0 Persons 19,079 person

6 1 Persons Electrician (3 YoE) 19,079 person

7 1 Persons 19,079 person

Chemist (1 YoE)

Pipe Fitter/ Valve

8 0 Persons 18,295 person

9 0 Persons Data Entry Operator 18,706 person

Helpers for fitter/

10 1 Persons 18,295 person

operator/ laboratory

11 0 Persons Sweeper 18,295 person

12 0 Persons 18,295 person

Total Manpower Cost for all required personnel for one month

Utility vehicle (4-

14 0 No. seater pickup) 1080 Nos.

Executive Engineer Dy.Executive Engineer

P.H.W. Division P. H.S Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H.Mechanical Division P.H.Mechanical Division

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Schedule C: Operation and Maintenance Cost of PS, STP & Sewerage Network

Item no. Description of work Qty Unit Rate Amount

Operation & Maintenance of Civil & Electromechanical assets as per this contract for the Chanod

Sewerage Project , Chanod Village Taluka: Dabhoi District: Vadodara . excluding supply of PAC,

bleaching powder and chlorine gas.

For 1St Year (Civil+Mechanical) 12 Month 117242.19

For 2 ND Year (Civil+Mechanical) 12 Month 124276.73

For 3 Rd Year (Civil+Mechanical) 12 Month 131733.33

For 4 Th Year (Civil+Mechanical) 12 Month 139637.33

For 5 Th Year (Civil+Mechanical) 12 Month 148015.57

For 6 Th Year (Civil+Mechanical) 12 Month 156896.50

For 7 Th Year (Civil+Mechanical) 12 Month 166310.29

For 8 Th Year (Civil+Mechanical) 12 Month 176288.91

For 9 Th Year (Civil+Mechanical) 12 Month 186866.25

For 10 Th Year (Civil+Mechanical) 12 Month 198078.22

Total part A (CIVIL+MECHANICAL)

Maintenance activities, measured and paid separately, such as painting, cleaning of reservoirs/

tanks, procurement and replacement of filter media etc complete as per this tender document

hear attached detail annexture for measurment and payment for Chanod sewerage )

(CIVIL+MECHANICAL)

Total part B (CIVIL+MECHANICAL)

Repair, upgradation of non-functional assets which are crucial for safe and efficient functioning of

Chanod Sewerage Civil

Repair, upgradation of non-functional assets which are crucial for safe and efficient functioning of

Chanod Sewerage Mechanical

Total part C (CIVIL+MECHANICAL)

Total Part A+B+C (CIVIL+MECHANICAL)

Executive Engineer Dy.Executive Engineer

P.H.W. Division P. H.S Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H.Mechanical Division P.H.Mechanical Division

Vadodara Vadodara

Underground Sewerage Project with STP of Chanod Village

Executive Engineer

P.H.W. Division Dy.Executive Engineer

Vadodara P. H.S Sub. Division .

Executive Engineer

P.H.Mechanical Division Dy.Executive Engineer

Vadodara P.H.Mechanical Division

Underground Sewerage Project with STP of Chanod Village

Statement Showing Annual Maintanance and Repairs Cost

Net cost incl. Average Amount for

Schedule Particulars Contigency M&R M&R Remarks

CHANOD STP AND UGD TA: DABHOI

Sewerage Network + Road Restoration + House

B1 Sewerage Network 35,959,224.54 0.25%

B2 Sewage Pumping Station 5,418,579.04 0.50%

B3 Rising Main 4,307,307.22 0.25%

B4 Sewerage Treatment Plant 17,075,650.00 1.00%

B6 Water Supply Pipeline 119,730.00 0.25%

B7 Electrical/ Mechanical/ Instumentation works 3,868,539.42 5.00%

Total Amount For 01 Year

Total Amount For 01 Year

Total Amount For 01 Month

Total Amount For 01 Month

Executive Engineer Dy.Executive Engineer

P.H.W. Division P. H.S Sub. Division .

Vadodara Dabhoi

Executive Engineer Dy.Executive Engineer

P.H.Mechanical Division P.H.Mechanical Division

Vadodara Vadodara

Item Description

Agency has to procure and must supply at site free of cost and handover to Engineer in charge Within one

month from date of work order given as under.

No. Description Nos of Item

All in one Computer 22 inch Display or higher, core i5, 13th

Generation or higher, 8 GB RAM, 1 TB SSD with windows 11 and

latest MS Office both preinstalled from branch DELL, HP, Lenovo

1 and Duplex Laser Printer with Pair of Revolving chair as approved 2 Nos.

by Engineer in Charge. (For Sub-Division Office Uses)

Note: All above items must be provided by Agency at free of cost.

Contractor Executive Engineer