Development of Underground Sewerage Infrastructure including Sewer collection Pipeline Network, Rising Main Network, Pumping Station, Manholes, House Connections, Testing, Commissioning and Associated all Civil & Mech Works for Various TPs ( 403-A, 403-B, 404-A, 404-B ) in AUDA Area including Operation & Maintenance for 05 (Five)Year. Job No -06 /2026-27

Sr No Description Total Cost

1 Sewerage Collection Network ₹

2 House Connection ₹

3 Rising Main Network ₹

4 Steel bridge ₹

5 Sewer Pumping Station ₹

7 Paver Block ₹

8 Road Reinstatement ₹

9 Compound wall ₹

10 Electro Mechanical Work ₹

11 O&M CIVIL @ 0.5 % of capex per Year (For 5 Years) ₹

12 O&M Mech @ 1.5 % of capex per Year (For 5 Years) ₹

TOTAL COST WITHOUT GST RS ₹

SAY NET AMOUNT RS ₹

Assistant Engineer Deputy Executive Engineer Executive Engineer

AUDA, Ahmedabad AUDA, Ahmedabad AUDA, Ahmedabad

SCHEDULE B1 Sewer Pipe Network

ITEMS QTY. RATE (RS.) UNIT

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 cleaning the site etc. complete for all

lifts and strata as specified.

a In all sorts of soil and soft murrum

(A) Upto 1.5 Mt. dpt.from G.L. 130680.00 102.35 Cu.M. ₹

(C) 3.0 Mt TO 4.50 Mt depth 7950.00 118.45 Cu.M. ₹

(E) 6.0 Mt TO 7.50 Mt depth 0.00 129.95 Cu.M. ₹

Providing and laying Granular Sub-Base

(GSB) for Pipe Bedding

Providing and laying 100 mm thick

granular sub-base (GSB) bedding below

the pipeline, consisting of graded granular

material of machine-cut black trap stone

aggregate conforming to Grading-V of

Table 400-1 of MoRTH specifications. The

material shall be spread in uniform

thickness, watered to optimum moisture

content, and compacted with suitable

mechanical means/vibratory compactor to

achieve the required density. The bedding

shall be prepared to the specified slope

and grade as per drawing and as directed

by the Engineer-in-charge, ensuring proper

support to the pipeline throughout its

length. The compacted bedding shall have

a minimum CBR value of

As above with Granular Sub-Base bedding 3210.00 2266.45 Cu.M. ₹

ITEMS QTY. RATE (RS.) UNIT

Providing and supplying ISI Standard

R.C.C. 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. &

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 stores to site of

work, labour, giving hydraulic testing as per

Note : One collar should be supplied 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

(D1) 300 mm dia (NP3 Class) 24596.00 755.00 Rmt. ₹

(D2) 300 mm dia (NP4 Class) 7117.00 1087.00 Rmt. ₹

(E1) 350 mm dia (NP3 Class) 104.00 879.00 Rmt. ₹

(E2) 350 mm dia (NP4 Class) 550.00 1379.00 Rmt. ₹

(F1) 400 mm dia (NP3 Class) 133.00 1150.00 Rmt. ₹

(F2) 400 mm dia (NP4 Class) 72.00 1873.00 Rmt. ₹

(G1) 450 mm dia (NP3 Class) 320.00 1361.00 Rmt. ₹

(G2) 450 mm dia (NP4 Class) 234.00 2179.00 Rmt. ₹

(H1) 500 mm dia (NP3 Class) 273.00 1485.00 Rmt. ₹

(H2) 500 mm dia (NP4 Class) 20.00 2337.00 Rmt. ₹

(I1) 600 mm dia (NP3 Class) 850.00 1946.00 Rmt. ₹

(I2) 600 mm dia (NP4 Class) 146.00 2994.00 Rmt. ₹

(J1) 700 mm dia (NP3 Class) 0.00 2879.00 Rmt. ₹

(J2) 700 mm dia (NP4 Class) 0.00 3900.00 Rmt. ₹

(K1) 800 mm dia (NP3 Class) 551.00 3175.00 Rmt. ₹

(K2) 800 mm dia (NP4 Class) 0.00 5575.00 Rmt. ₹

(L2) 900 mm dia (NP4 Class) 65.00 6638.00 Rmt. ₹

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 stores to site of work, labour, giving

hydraulic testing as per ISI code.

(D1) 300 mm dia (NP3 Class) 24596.00 136.85 Rmt. ₹

(D2) 300 mm dia (NP4 Class) 7117.00 136.85 Rmt. ₹

(E1) 350 mm dia (NP3 Class) 104.00 152.95 Rmt. ₹

(E2) 350 mm dia (NP4 Class) 550.00 152.95 Rmt. ₹

(F1) 400 mm dia (NP3 Class) 133.00 174.80 Rmt. ₹

ITEMS QTY. RATE (RS.) UNIT

(F2) 400 mm dia (NP4 Class) 72.00 174.80 Rmt. ₹

(G1) 450 mm dia (NP3 Class) 320.00 196.65 Rmt. ₹

(G2) 450 mm dia (NP4 Class) 234.00 196.65 Rmt. ₹

(H1) 500 mm dia (NP3 Class) 273.00 217.35 Rmt. ₹

(H2) 500 mm dia (NP4 Class) 20.00 217.35 Rmt. ₹

(I1) 600 mm dia (NP3 Class) 850.00 262.20 Rmt. ₹

(I2) 600 mm dia (NP4 Class) 146.00 262.20 Rmt. ₹

(J1) 700 mm dia (NP3 Class) 0.00 308.20 Rmt. ₹

(J2) 700 mm dia (NP4 Class) 0.00 308.20 Rmt. ₹

(K1) 800 mm dia (NP3 Class) 551.00 347.30 Rmt. ₹

(K2) 800 mm dia (NP4 Class) 0.00 347.30 Rmt. ₹

(L1) 900 mm dia (NP4 Class) 65.00 391.00 Rmt. ₹

Providing & Constructing Precast RCC

Manhole in RCC M-40 grade Controlled

concrete as per drawing, in OPC including

excavation, 80 mm thick P.C.C. in M-15,

Reinforcement in TMT-500, PVC Foot

steps, Providing & fixing FRC Manhole

frame & cover including inside epoxy paint

For 250 mm to 600 mm Dia. Pipe ( Upto

For 250 mm to 600 mm Dia. Pipe (

Above 4.0m Depth)

Providing and erecting C. I. and MS

ventilating columns 15 cms. dia. with C.I.

ornamental cap and Min 6.00 Mtr. Height

(Height may be varying as per site) base

fixed firmly with necessary foundation with

one coat of red lead oxide paint and one

coat of any approved colour with 15 cms,

dia.10 Mt.in length with 0.35mt*0.35mt*

M100 Encasing, M.S pipe connection with

M.H. including excavation and jointing as

required etc. complete. as per drawing and

Fixing inposition

For 6 Mtr. Height ( 6 Mt MS pipe) 119.00 38911.40 No. ₹

Dewatering by pumping set of required

capacity including temporary platform

carting pumping at site and fixing the same 1401600.00 21.07 HP/Hr ₹

in position including all accessories, and

fuel and labour etc. complete.

ITEMS QTY. RATE (RS.) UNIT

Refilling the pipeline trenches incl.

ramming, watering, consolidating desposal

of surplus stuff as directed within a radius

Conveying, carting and removing of the

surplus excavated stuff from the site to

any place within the AUDA limit as

directed by the Engineer-in-charge

including loading, unloading, carting,

dumping and/or spreading as directed

10 ITEM NO.10 :

Drilling of 1300mm dia Horizontal borehole

for watermain pipeline crossing under the

road incl in all strata with requried length incl

a fixing of 1200mm dia M.S/RCC casing pipe with

pushing etc complete various size of pipe for

559 to 711mm dia watermain.

Without Water main & with MS Casing Pipe-

Drilling of 900mm dia Horizontal borehole for

watermain pipeline crossing under the road

incl in all strata with requried length incl fixing

11 of 800mm dia M.S/RCC casing pipe with

pushing etc complete various size of pipe for

406.4 to 508mm dia watermain.

Without Water main & with MS Casing Pipe-

Drilling of 600mm dia Horizontal borehole

for pipeline crossing under the road incl in

all strata with requried length incl fixing of

12 400mm dia M.S/RCC casing pipe with

pushing etc complete various size of pipe

for 273.1 to 355.6 mm dia (For 45 mt

Without Water main & with MS Casing

ITEMS QTY. RATE (RS.) UNIT

Drilling of 1600mm dia Horizontal borehole

for watermain pipeline under the railway

tracks incl all strata with requried length

including fixing of 1400mm dia MS casing pipe

of minimum 12mm thick Or IRS Casing Pipe

with welding pushing etc complete. Providing

& fixing various size of pipe for 900 mm dia

watermain of G.I/M.S pipe of minimum 6.3mm

thick for railway permises as per instruction &

regulations of Railway authority & under

supervision of Railway authority incl

Provinding, supplying & fixing of spacer at

specified interval if required between Casing

13 pipe and water main, ISI make sluice valve of

required size at both side of railway boundry

with construction of brickedge pavement

including C:C encasing 1:3:6 in 10mtr length at

both side. Incl provinding & fixing of M.S/Iron

Manhole frame with cover for valve chamber

with loaking arregment etc complete with all

material labour fabrication,hydraulic testing of

pipe & valve etc complete for total 45 mt

Length which includes horizontal pushing and

with open excavation.

Without Water main & with MS Casing Pipe 45.00 62684.66 Rmt ₹

Providing and carrying out core cutting in

reinforced cement concrete work for insertion

of pipes, conduits, etc., of required diameter

and depth by using approved electrically

operated core cutting machine with diamond

core bit, including marking, drilling, removal of

concrete core, making good the damaged

surface with cement mortar (1:3), finishing to

match the existing surface, complete as per

direction of Engineer-in-Charge.

Demolition including stacking of serviceable

15 materilas and disposal of unserviceable 400.00 1057.86 Cu.M. ₹

materials with all lead and lift. (i) R.C.C. work

Pipe Encasing: NALA

Providing C.C.M.:100 for encasing pipes using

trap metal size 12 mm to 50 mm incl. form

work curing consolidation etc. complete for

various location on pipe line Using Trap Metal

20mm nominal Size

ITEMS QTY. RATE (RS.) UNIT

Providing and constructing cofferdam type

Structure in river/Nala basin including

excavation ,filling, middle portion with B.C.soil

(in empty Cement/Gunny bags) to the entire

satisfaction of EIC till completion of the work

including dismantling coffer dam type Struture

after completion of the work as directed by

Vertical Drop Manhole arrangement

Providing and constructing vertical drop

arrangement of 0.6 m and more height as

required including providing and jointing

special such as double T. Bend required

stoneware pipe fixed in m-100 C. C. at

required level as type design cutting, jointing

and filleting as per specification etc. complete.

Vertical drop arrangement as above upto

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 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)

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 -

grade for all diameters.

TOTAL AMOUNT Rs. ₹

TOTAL AMOUNT Rs. ₹

SCHEDULE B2 House Connection

ITEMS QTY. RATE (RS.) UNIT AMOUNT (RS.)

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 cleaning the

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

a In all sorts of soil and soft murrum

(A) Upto 1.5 Mt. dpt.from G.L. 5414.84 102.35 Cu.M. ₹

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

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:5. (1- Cement : 5 -fine sand)

(B) Conventional

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 work etc.

House Connection Chamber light duty

Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in

(i) Cement mortar 1:3 (1-cement:3-sand)

Extra over items for finishing with a floating coat of neat cement

Providing and laying cement concrete work 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal size) and

curing complete excluding cost of formwork and reinforcement for 55.66 4052.59 Cu.M. ₹

reinforced concrete work in (B) Slabs, landing, shelves, Balconis

Lintels, Beams, Girders and Cantilever upto floor two level.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

not exceeding 4 M. and removal of the same for in situ reinforced 626.36 194.07 Sqmt ₹

concrete and plain concrete work in. (H) (1) Sides and soffits of

Beams Beam Haunchings cantilevers Girders Bressumers and Lintels

not exceeding 1 M. in Depth.

Providing and laying cement concrete work 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal size) and

curing complete excluding cost of formwork and reinforcement for 20.74 3962.77 Cum ₹

reinforced concrete work in (A) Foundations, footings, Base or

columns and Mass concrete For Benching

Providing 10mm thick cement plaster in single coat on brick /

concrete walls for interior plastering upto floor two level and

finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-

sand) above beching

10 ITEM NO.10 :

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km.

11 ITEM NO.11 :

HDPE DWC Pipe : Providing and supplying of Class SN8 Structured

Wall polyethelene Piping systems (Pipe with online/offline coupler

and elastomeric sealing ring) with non-smooth External Annular

Corrugated and Smooth Internal Surfaces (Double Wall) for non-

pressure underground Sewerage & Drainage application as per

EN:13476-3 including all local and central taxes, transportation,

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

conveyance to the departmental stores etc. complete.(ID Dia)

a 150 mm dia 9095.00 527 Rmt ₹

12 ITEM NO.12 :

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 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.

11 ITEM NO.11 :

Providing and supplying ISI Standard R.C.C. 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.

Note : One collar should be supplied 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

GWSSB SOR 2022-23, Item No. 10.1.D & 10.1.E, Part 1&2 A,, Page

12 ITEM NO.12 :

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

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

GWSSB SOR 2022-23, Item No. 11.b, Part 1&2 B, Page No:

TOTAL AMOUNT Rs. ₹

TOTAL AMOUNT Rs. ₹

SCHEDULE B 3 Raising Main

Sr No ITEM QTY. RATE (RS.) UNIT AMOUNT RS.)

ITEM NO :: 1 :: Excava on for pipe line trenches for water supply, sewerage

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

1.00 gradient and line including safety provisions using site rails and stacking

excavated stuff including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified. Upto 1.5 mt depth.

1.10 In all sort of soil and soft soil ( Upto 1.50 m Depth) 2,391.33 102.35 Cum ₹

ITEM NO :: 2 ::Providing and laying Granular Sub-Base (GSB) for Pipe Bedding

Providing and laying 100 mm thick granular sub-base (GSB) bedding below

the pipeline, consisting of graded granular material of machine-cut black trap

stone aggregate conforming to Grading-V of Table 400-1 of MoRTH

specifications. The material shall be spread in uniform thickness, watered to

2.00 optimum moisture content, and compacted with suitable mechanical

means/vibratory compactor to achieve the required density. The bedding

shall be prepared to the specified slope and grade as per drawing and as

directed by the Engineer-in-charge, ensuring proper support to the pipeline

throughout its length. The compacted bedding shall have a minimum CBR

2.10 As above with Granular Sub-Base bedding 96.54 2,266.45 Cum ₹

ITEM NO :: 3 :: Providing and supplying D. I. pipes for following nominal bore

diameter with internal cement mortar lining including all taxes, insurance,

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

3.00 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.

ITEM NO :: 4 :: (All type of fittings) Providing and supplying at store or site of

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

4.10 6 % of Pipe Procurement Cost [ 300 mm Dia (DI PIPE K-7) ] - 6.00% Percentage ₹

4.20 6 % of Pipe Procurement Cost [ 250 mm Dia (DI PIPE K-7) ] - 6.00% Percentage ₹

4.30 6 % of Pipe Procurement Cost [ 300 mm Dia (DI PIPE K-7) ] - 6.00% Percentage ₹

ITEM NO :: 5 :: 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. (tyton Joint)

5.10 300 mm Dia (DI PIPE K-7) 485.00 178.25 Rmt ₹

5.20 250 mm Dia (DI PIPE K-7) 190.00 146.05 Rmt ₹

5.30 350 mm Dia (DI PIPE K-7) 683.00 216.20 Rmt ₹

ITEM NO :: 6 :: Providing and supplying ISI mark CI D/F Sluice Valves as per

IS:14846 (Latest Edition) of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection charges, loading,

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

6.10 300 mm Dia PN-1 With gear operated (PD type short body) Sluice valve 1.00 25,071.00 No ₹

6.20 250 mm Dia PN-1 With gear operated (PD type short body) Sluice valve 1.00 19,589.00 No ₹

6.30 300 mm Dia PN-1 With gear operated (PD type short body) Sluice valve 1.00 25,071.00 No ₹

ITEM NO :: 7 :: providing and supplying C. l. Air valves of approved make &

quality of following class and diameter including all taxes, insurance,

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

conveyance to departmental stores, stacking etc. complete.

7.10 80 mm Dia Air valves double acting (DS2) 1.00 3,660.00 No ₹

7.20 80 mm Dia Air valves double acting (DS2) 1.00 3,660.00 No ₹

7.30 80 mm Dia Air valves double acting (DS2) 1.00 3,660.00 No ₹

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

Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all

labour, jointing material, including nut bolts and giving satisfactory hydraulic

testing, etc. complete.

8.10 300 mm Dia PN-1 With gear operated (PD type short body) Sluice valve 1.00 1,312.15 No ₹

Sr No ITEM QTY. RATE (RS.) UNIT AMOUNT RS.)

8.20 80 mm Dia Air valves double acting (DS2) 1.00 472.65 No ₹

8.30 250 mm Dia PN-1 With gear operated (PD type short body) Sluice valve 1.00 1,087.90 No ₹

8.40 80 mm Dia Air valves double acting (DS2) 1.00 472.65 No ₹

8.50 300 mm Dia PN-1 With gear operated (PD type short body) Sluice valve 1.00 1,312.15 No ₹

8.60 80 mm Dia Air valves double acting (DS2) 1.00 472.65 No ₹

ITEM NO :: 9 :: Constriuction of Valves Chamber in Brick or bela stone

masonary,locally available in CM 1:6 foundation concrete 150mm thick in C.C

1:4:8 of trap metal size 25mm to 40mm thickk cement plaster in C.M. 1:3 and

cement pointing outside in CM 1:3 and top cover of precast RCC slab 100 mm

9.00 thick(with key hole in two parts with handels or MS bar etc. comp. as given

size) up to 1 meter depth from Gl to pipe invert level including comp. civil

work but excluding cost of excavation & refilling with cast in situ RCC slab in

one single piece with fixing of CI -MH frame & cover (excluding. cost of CI MH-

frame & cover) with 23 mm thick brick wall in C.M 1:6

Size of chamber 0.90 m x 0.90 m and 1.0 mt. deep With precast slab in two

ITEM NO :: 10 :: Refilling the pipe line trenches including ramming watering

consolidating, disposal of surplus stuff as directed within a radius of 3.0 Km.

10.1 Refilliong as directed 2,240.00 25.30 Cum ₹

ITEM NO :: 11 :: 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,

11.00 including scaffolding 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)

11.10 Footing (without form work) for Thrust block-90 Angle 22.00 6,085.80 Cum ₹

ITEM NO :: 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

12.00 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.

12.10 Footing (without form work) for Thrust block Consider 40 kg/m3 0.88 89,129.60 M.Tons ₹

ITEM NO :: 13 ::Drilling of 600mm dia Horizontal borehole for watermain

pipeline under the railway tracks incl all strata with requried length incl fixing

of 800mm dia M.S.casing pipe of minimum 12mm thick Or IRS Casing Pipe

with welding pushing etc complete Providing & fixing various size of pipe for

406.4 mm/457mm/508mm dia watermain of G.I/M.S pipe of minimum

6.3mm thick for railway permises as per instruction & regulations of Railway

authority & under supervision of Railway authority incl Provinding &

13.00 suppllying fixing of spacer at specified interval if required between Casing

pipe and water main, ISI make sluice valve of required size at both side of

railway boundry with construction of brickedge pavement incl C:C encasing

1:3:6 in 10mtr length of pipe at both side. Incl Provinding & fixing of M.S/Iron

Manhole frame with cover for valve chamber with loacking arregment etc.

complete with all material labour fabrication,hydralic testing of pipe & valve

etc complete for 45 mt Length.which includes horizontal pushing and with

open excavation.

13.10 Without Water main & with MS Casing Pipe 135.00 13,344.78 Rmt ₹

SAY TOTAL Rs. ₹

SCHEDULE B4 STEEL TRUSS BRIDGE

Decription Qty. Rate unit Total Amount

Decription Qty. Rate unit Total Amount

For Steel Work (for 42 m span length)

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing

1 off the excavated stuff upto 50 Meter lead.

(A) Loose or soft soil 27.88 117.0792 Cum ₹

(C) Hard Murrum 13.95 256.1158 Cum ₹

(D) Soft rock not requiring Blasting 8.37 263.0848 Cum ₹

E) Hard Rock 5.58 597.5968 Cum ₹

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A)

2 Foundations, footings, Base ofcolumns and Mass 26.80 4280.42 Cum ₹

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. Height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and

3 removal of the same for in situ reinforced concrete and 61.92 173.3968 sqm ₹

plain concrete work in. Foundations Footings Bases of

Columns etc. and Mass concrete.

Providing TMT Bar FE 500D reinforcement for R.C.C. work

including bending, binding and placing in position

4 complete upto floor two leve (upto 10 ton) 945.63 76.2146 Kg ₹

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

5 angle cleats as in main and cross beams. Hip and jack 788.04 8413.482 Quintal ₹

rafters, purlins conneted to common rafters and the like

Painting two coats (excluding priming coat) over new

steel and other metal surfaces with enamel paint,

6 brushing, interior to give an even shade including cleaning 138.7134 Sqmt ₹

the surface of all dirt, dust and other foreign matter.

Net Total Amount Rs:- ₹

Net Total Amount Rs:- ₹

Schedule B5 Sewer Pumping stations

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

Excavation for well including removing and spreading

the excavated stuffs directed with all lead.

1.A) In all sorts of soils & Soft Murrum -

(A) 0-1.5 mt. depth. -

(100% in all sorts of soils & Soft Murrum) -

(100% in all sorts of soils & Soft Murrum) -

(100% in all sorts of soils & Soft Murrum) -

(100% in all sorts of soils & Soft Murrum) -

(100% in all sorts of soils & Soft Murrum) -

(100% in all sorts of soils & Soft Murrum) -

1.B) In Hard Murrum -

(100% in Hard Murrum) -

Dewatering by pumping set of required capacity including

temporary platform carting pumping at site and fixing the

same in position including all accessories, and fuel and

labour etc . complete.

Providing and laying rubble for appron (each stone

3 weighting not less than 40Kg.) including and packing and -

filing in the interestices with quarry-spalls.

230 mm rubble soling below footing -

Providing and casting in situ C.C. in grade M-15 (approx.

corresp. to prop. 1:2:4) (proportions as per mix design or

as per Table 9 of IS456 2000 in masses by weigh batching

) using granite, quartzite trap metal of size 6 mm to 20 mm

for RCC work, including scaffolding centering, form

work, needle vibrated consolidation, curing comp. up to

meter depth or height (excluding cost of reinforcement

and neat finishing) with centering and

shuttering/deshuttering etc. comp. for structure for other

than water retaining.

Footing (without form work) -

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

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 12 mm including scaffolding centering

5 formwork, needle vibrated consolidation, curing and -

hydraulic testing etc. complete (excluding cost of

reinforcement) with centering and shuttering/deshuttering

etc. camp. up to 6 meter height /depth Av. G.L.for all

water retaining structures

Flat bottom slab with shuttering -

Vertical Wall (Above 25 cm) -

Floor slab/slab with shuttering -

Beams/ ring beams/girders -

Lintel/W.Shed/Chhajja -

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

6 reservoirs/structures only including lift up to 6 meter 61.56 89129.60 M.Ton

height or depth below G.L. for all diameters Do -

deformed (TMT) bars confirming to relevant IS Fe -

grade for all diameters.

Brick work using common burnt clay building bricks

having crushing strength not less than 35kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1 : 6 ( 1-Cement :

6-fine sand ) (B) Conventional (upto 10 ton)

Providing 10mm thick cement plaster in single coat on

brick/concrete walls for interior plastering upto floor two

level and finished even and smooth in (i)Cement mortar

1:3 (1-cement:3-sand)

20 mm thick sand faced cement plaster on walls up to

height 10 metres above ground level consisting of 12 mm

9 thick backing coat of C.M. 1 : 3 ( 1-cement : 3-sand ) and -

8 mm thick finishing coat of C.M. 1 : 1 ( 1-cement : 1-

sand ) etc. complete.

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

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

vertical member of size 122.20mm x 31.75mm x

1.50mm @1.398 kg/mt with sliding 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.

Providing and fixing M.S. grills of required pattern

to wooden frames of windows etc. with M.S. flats

11 at required spacings and frame alround, square or 324.00 145.08 Kg

round bars with round headed bolts and nuts or by

screws. (B) ORNAMENTAL GRILL

Providing and fixing rolling shutter of approved make

made of 80 mm. wide M.S. plates inter locked together

entire length and jointed together at the end by locks

mounted on specially designed pipe shafts with bracket

plates. Guide channels and arrangements for inside and

outside locking with push pull operation complete

including the cost of hood cover and spring complete. (B)

Shutters having width 3.5 M. and above

Providing & Refilling in sides of structure with sand

13 incuding watering, ramming, consolidation and dressing 1,234.00 460.1863 Cum

complete in layers not exceeding 20 CM. in depth.

Total Excavation -

Deduction From Excavation -

Distempering two coats with oil bound washable

distemper of approved brand & manufacture & of required

shade on wall surface to give an even shade over and &

incl. a priming coat of alkali resistance primer of approved

brand after throughly brushing the surface to give an even

shade after throughly brushing the surface free from

mortar droppings and other foreign matter and also

including preparing the surface even and smooth.

Extra for ditempering with oil bound washable distemper

on ceiling and sloping roofs.

Finishing wall with weather proof exterior emulsion paint

on wall surface (two coats) to give an required shape even

15 shade after thouroughly brushing the surface to remove all 420.00 114.53 SQ.M.

dirt, and remains of loose powdered materials. Etc

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

Conveying, carting and removing of the surplus

excavated stuff from the site to any place within the

16 Municipal limit as directed by the Engineer-in-charge - .

including loading, unloading, carting, dumping and/or

spreading as directed etc. Comp

Upto 3.0 Km 326.00 76.64 CU.M.

Providing and Fixing 25 mm X 5.2 mm MS Railling with

three horizontal rows and posts of angle iron of Size

17 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.

Providing and laying cement concrete for IPS 1:2:4 (1-

cement : 2-coarse sand : 4-graded stone aggregate 20mm

nominal size) laid in one layer and finished with a floating

coat of neat cement. (B) 50mm thick.

Providing , laying and jointing in true line and level

diameter UPVC (Type B) conforming to IS 13592-1992

with one end plain and other end socketed with rubber

ring & fittings conforming to ISI 14735-1999 of approved

make for drainage system pipeline, pipe shall be jointed

with each other with rubber lubricant, pipe shall be fixed

19 on wall using of PVC clamp of the size 110 mm diameter 30.00 835.15 R.M.

x 149 mm lengthn x 145 mm height at every 2000 mm

centre to center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc.

imcluding testing of pipes and joints and joined with

adhesive solvent cement including costof all materials.

Providing and laying marble stone slab flooring over

20mm (average) base of cement mortar 1:6 (1-

cement:6coarsesand) or L.M. 1:1.5 (1-lime putty :1.5-

coarse sand )laid and jointed with gray cement slurry

including rubbing and polishing complete. (A) Marble

slab 25mm thick (up to 10 ton)

Providing and fixing copper lightning arrestor incl. copper

21 strip and earthling plate etc. complete (incl. cost of 150.00 1009.70 Kg

excavation for earthling plate etc. rate per kgs of copper).

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

22 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 3 coats anticorrsive paint.

M.S. Ladder(Without safety cage) 45.00 3392.50 Kg

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

Providing and fixing depth gauge painted on TW plank

mm / MS plate 4 mm thick float, level indicator sliding

23 wire on standard pullies incl. necessary arrangement to 3.00 6348.00 Nos.

prevent the swinging etc. complete with calibration up to

24 Exhaust Fan 6.00 2000.00 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

8 mm thick Chequred plate -

weight of ISMB 250 15.00 8413.48 Qtl

Painting Letters for "Capacity of Pumping Station" the size

of letters will be 45 cm height and 50 mm width.

SCHEDULE B6 Panel room

Description QTY Unit Rate

1 Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(A) Loose or soft soil

2 Filling available excavated earth (excluding rock) in trenches. plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming and watering. 126.00 cmt 130.39

3 Providing and casting in situ C.C. in grade M-15 (approx. corresp.

to prop. 1:2:4) (proportions as per mix design or as per Table 9 of

IS456 2000 in masses by weigh batching ) using granite, quartzite

trap metal of size 6 mm to 20 mm for RCC work, including

scaffolding centering, form work, needle vibrated consolidation,

curing comp. up to 6 meter depth or height (excluding cost of 9.60 cmt 5,641.90

reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. comp. for structure for other than water

retaining. Footing (without form work)

4 Providing and cast in situ C.C. in grade M-25 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 12 mm

including scaffolding centering formwork, needle vibrated

consolidation, curing and hydrulic testing etc. complete (excluding

cost of reinforcement) with centering & shuttering/ deshuttering etc.

for all water retaining structures.

a) R.C.C. footings & Raft 15.00 cmt 6,348.00

b) R.C.C. Columns 6.00 cmt 8,467.45

c) R.C.C. beams, lintels and bracket for gantry or chain pully

blocks, plinth beams, tie beams, weather shed etc.

d) R.C.C. slabs and platform 26.00 cmt 7,479.60

5 Supply 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

meter height or depth below G.L. for all diameters. 6.00 MT 89,129.60

Deformed(TMT)bars confirming to relevant IS Fe-500 grade for all

6 Supplying, cleaning, cutting, bending, welding, fabricating, erecting,

structural steel in position irrespictive of location and levels as per

drawings including handling and transport, etc. complete including

applying two (2) coats of primer red oxide and two (2) coats of

approved quality paints

7 Brick masonry in cement mortar (1:5) using common burnt clay

building bricks having crushing strength not less than 35kg/csmt

including scaffolding,curing, etc. complete for walls, parapets, etc. 40.00 cmt 4,326.75

Description QTY Unit Rate

9 Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (i) Cement mortar

1:3 (1-cement:3-sand) & Finishing with a floating coat of neat

10 20mm thick sand faced cement plaster on walls upto height

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.

11 Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

12 Distempeing (Two coats) with oil bound distemper of approved

brand and manufacture and of required shade on wall surfaces to

give an even shade, over and including a priming coat with

distemper primer of approved brand and manufacture after

thoroughly brushing the surface free from mortar dropping and 220.00 Smt 76.84

other foreign matter and also including preparing the surface even

and sand papered smooth.

13 Applying two coats of putty & two coats of primer of approved

brand and manufacture on new wall surface to give an even shade

including thoroughly brushing the surface free from mortar dropping

and other foreign matter and sand papered smooth.

14 Providing and laying broken China Mosaic flooring for terrace using

12 mm to 20 mm broken pieces of glazed tiles to be laid over

Cement mortar 1:3 to plain or slope and to be tempered to bring

mortar crème out upto surface using white cement including

rounding of junctions and extending them upto 15 cm. along the 60.00 Smt 747.29

wall, clearing with water and oxalic acid etc. as directed.

15 Providing and laying polished Kota stone slab flooring over 20 mm

(average) thick base of cement mortar 1:6 (1 cement : 6 coarse

sand) laid over and jointed with grey cement slurry including

rubbing and polishing etc. complete . Avg - 30 mm thick

16 Providing and laying polished kota stone slab 25mm thick in risers

of steps,skirting Dedo and pillars laid on 10mm thick cement mortar

1:3 (1-Cement : 3 coarse sand) and jointed with gray cement slury

mixed with pigment to match the shade of slab including rubbing 4.00 smt 1,187.79

and polishing etc. complete.

17 Granite in Jams and Sills of the window and ventilation and Door

with one molding as directed by Engineer-in-charge. 6.00 smt 3,282.50

Description QTY Unit Rate

18 Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 95mm x 24mm x 1.17 mm

(of Jindal Section no : 2459 @ wt. of 0.738 Kg/mt), horizontal Three

track member size 92mm x 31.75 mm x 1.30 mm (of Jindal Section

no. 8688, @ Wt. 1.07 Kg/mt), vertical member of size 92mm x

31.75mm x 1.50 mm (of Jindal Section no. 8933, @ Wt.

Kg/mt.) with sliding shutters of horizontal member size 40mm x

18mm x .29 mm (of Jindal section no. 8947 @ wt. 0.456 Kg/mt.) 6.00 smt 1,583.95

vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section

no. 8949 @ wt. of 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

Providing and fixing rolling shutter of approved make

made of 80 mm. wide M.S. plates inter locked together

entire length and jointed together at the end by locks

mounted on specially designed pipe shafts with bracket

plates. Guide channels and arrangements for inside and 24.00 smt 4,495.02

outside locking with push pull operation complete

including the cost of hood cover and spring complete. (B)

Shutters having width 3.5 M. and above

20 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

mm x 50 mm flats fixed at 3 meter C/C with welding 30.00 Rmt 3,392.50

anchoring and 3 coats anticorrsive paint.

M.S. Ladder(Without safety cage)

21 Providing and fixing PVC pipe of 6Kg./csmt of 140 mm dia for rain

water with shoe. 40.00 Rmt 352.45

22 Filling in plinth with sand under floors incuding watering, ramming,

consolidation and dressing complete 27.50 Cmt 460.19

23 Providing throating or plaster drip and moulding as instructed by

Engineer in charge.

Conveying, carting and removing of the surplus

excavated stuff from the site to any place within the

Municipal limit as directed by the Engineer-in-charge

including loading, unloading, carting, dumping and/or

spreading as directed etc. Comp

Upto 3.0 Km 10.00 Cmt 76.64

ESTIMATED AMOUNT OF PANNEL ROOM

SCHEDULE B7 of Paver Block

ot Description Qty Unit Rate Amount

Earthwork in cutting in all sorts of soil and soft murrum including

conveying and spreading the stuff, embankment as and where

1 directed within the estate from the end of the cutting with all 630.00 Cum 127.74

required lead and lift as directed by engineer in charge within the

Providing and laying cement concrete 1:2:4 (1Cement : 2- Coarse

2 sand : 4- graded stone aggregates 20 mm nominal size) and curing 16.16 Cum 3697.91

complete excluding cost of formwork in (A) Foundation and Plinth

Providing and fixing pre-cast concrete kerb stone of gray cement

based concrete block 30cm length,30cm height and 15cm thick of

M250 grade concret OF Vyara, Kuber and Asian or equvilaent

make as per approved design and including excavation for fixing in

proper line and level,filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

Graded Granular sub base (GSB)

Providing & laying of compacted thickness of 250 mm Closed

Graded Granular sub base (GSB) in Two equal layers (each layer

should be less than 200 mm)of graded granular material consisting

of river sand, graval, pabbles and crushed stone aggregate,

shingle as per grading - V given in table 400-1 of the specification

MORT&H and compactor to the required density with 8 - 10 tonne

vibratory roller with plain drum or heavy pneumatic tyred roller of

minimum 200 to 300 KN weight in all seasons as per MORT&H

maintaining the required slope & grade during the operation as

approved by the engineer in charge & watering to the proper

moisture content and sprinkled with the help of truck mounted

water tank fitted with suitable arrangement. (fully saturated

having CBR value minimum 30)

Wet Mix Macadam (WMM)

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam 250 mm thick spacification

including trimix the materials with water at OMC in mechanical

mix plant carriage of mixed materials by tipper to site laying in

uniform layers (Layer should not be more than 200 mm)with

paver in sub base/base course on well prepared surface and

camber with Sensor paver consolidation by vibratory road roller to

achieve the desired density by using machine crushed chips as per

required gradation mixing with required optimum quantity of

water incl material, labour, plant and machinary and equipment

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and level as

per guidlines of IRC: SP 63-2018 etc. Complete.

Providing cement vata (10cm. x 10 cm. size) quarter round in

7 cement mortar 1:1 including neat cement finishing, watering etc. 1040.00 Rmt 23.68

Filling in Foundation and plinth with murrum or selected soil in

8 layers of 20cm . Thickness including watering , ramming and 2800.00 Cum 289.06

consolidating etc. complete

SCHEDULE B8 Road Restoration & Approach Road

Description of Items Qty. Unit Rate Amount

Box cutting the road surface to proper slope and camber for making a base in all sorts of

soil strata for road work including removing the excavated stuff and depositing as

directed by engineer in charge within the estate. The item is including dismanteling of

flexible road/ RCC structure if any as per instruction of Engineer In charge.

Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth

2 including stacking useful materials on road side and disposing off remaining stuff. 9,771.48 Sqm 39.62

Earth work for subgrade of 500mm thick having CBR not less then 8 using yellow earth

brought from outside having PI value less than 15 including breaking clods dressing with

all lead and lift and including watering rolling and consolidation of sub-grade in layers

not exceeding 200 mm thickness at O.M.C to required dry density including filling the

depressions which occur during the process using Vibratory roller 8 to 10 tonne capacity

(D) From Borrow area within 2.0KM. lead

Construction of granular sub-base by providing & laying of compacted thickness of

mm Grading 5th Granular sub base (GSB) in two layers of graded granular material

consisting of machine cut black trap stone aggregate as per grading - V given in table

400-1 of the specification MORT&H and compactor to the required density with

vibratory roller in all seasons as per MORT&H , maintaining the required slope & grade

during the operation as approved by the engineer in charge & watering to the proper

moisture content and sprinkled with the help of truck mounted water tank fitted with

suitable arrangement. (fully saturated having CBR value minimum 30)

Providing, laying, spreading and compacting graded stone aggregate to wet mix

macadam spacification including premixing the materials with water at OMC in

mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform

layers (Layer should not be more than 200 mm)with paver in sub base/base course on

well prepared surface and camber with Sensor paver consolidation by vibratory road

roller to achieve the desired density by using machine crushed chips as per required

gradation mixing with required optimum quantity of water incl material, labour, plant

and machinary and equipment etc. complete by plant mix method. ( Using mechanical

paver ). The rate is including excavation/cutting and levelling the surface before laying

WMM as directed by engineer in charge.

Providing and applying primer coat with bitumen emulsion SS1 on prepared surface of

6 granular Base including clearing of road surface and spraying primer at the rate of 0.70 9,771.48 Sqm 46.09

kg/sqm using mechanical means.

Providing & laying compacted 50 mm thick dense graded bituminous macadam (DBM)

Grade-II in Single layer using 100-120 TPH batch type HMP with tack coat at the rate of

2.5 kg / 10 m2 (VG10) in each using crushed aggregates of specified grading premixed

with bituminous binder @ 4.5% ( VG - 40) bitumen by weight of total mix and filler

transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor

control with full road carpet width (Single screed) or as directed by Engineer in charge

to the required grade, level and alignment, rolling with smooth wheeled roller,

intermediate rolling 8-10 tonnes dead weight or vibratory roller & pneumatic tire roller

of 12 to 15 tonnes weight having sufficient width and pressure & the finishing rolling

7 shall be done with 6 to 8 tonnes smooth wheeled tendem rollers to acheive the desired 1,244.00 MT 4,488.48

compaction as per MORT&H specification etc complete in all respects. The agency shall

have to get the mix design done from approved laboratory and submit to the Engineer in

charge for approval.(Va = 3.5% & Vbe= 11.50% must be considered in mix design ) If the

asphalt (bituminous) content is more than above, the agency shall have to bear the cost

of additional asphalt. The payment shall be done on the permissible field density

achieved on the site instead of density derieved in the mix design. ( The density obtained

by mix design above 2.31 MT/M3 shall be boarn by agency )

Description of Items Qty. Unit Rate Amount

Providing and laying compacted 40 mm thick Bituminous Concrete ( BC ) Grade -II in

single layer using 100-120 TPH batch type hot mix plant and using asphalt as a tack coat

@ 2.5 kg / 10 sq.m (VG 10) in each using crushed stone aggregateof specified gradation

and filler, Premix with VG-40 grade bitumenous binder at 5.40 % by total weight of mix

& filler incl. transporting the hot mix to work site and laying with hydrostatic paver

finisher having sensor control with Full road carpet width ( Single screed) or as directed

by Engineer in charge to the required grade, level and alignment, rolling with smooth

wheeled roller, intermediate rolling 8-10 tonnes dead weight or vibratory roller &

pneumatic tire roller of 12 to 15 tonnes weight having sufficient width and pressure &

the finishing rolling shall be done with 6 to 8 tonnes smooth wheeled tendem rollers to

acheive the desired compaction as per MORT&H specification etc complete in all

respects. The agency shall have to get the mix design done from approved laboratory and

submit to the Engineer in charge for approval (Va = 3.5% & Vbe= 11.50% must be

considered in mix design ). If the asphalt (bituminous) content is more than above, the

agency shall have to bear the cost of additional asphalt. The payment shall be done on the

permissible field density achieved on the site instead of density derieved in the mix

design. ( The density obtained by mix design above 2.36 MT/M3 shall be boarn by agency

Providing and applying asphalt painting with bitumen of VG 40 grade on bitumenous

9 surface including clearing of road surface and spraying Bitumen at the rate of 0.60 kg / 10,064.63 Sqm 44.71

sqm using mechanical means.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass

Beads on Bituminous Surface by Providing and laying of hot applied thermoplastic

compound 2.50 mm thick including reflectorizing glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The

finished surface to be level, uniform and free from streaks and holes etc. complete as

Area Development of Compund wall with MS Gate

Sr No. ITEM Qty. Rate Unit Amount

01 Excavation for foundation for loose and soft soil including sorting

out and stacking of useful materials and disposing of the excavated 936.00 117.08 Cu.m. ₹

stuff up to 50 meter 'lead.. a) From 0.0 to 1.5 m

02 Providing and laying cement concrete M15( 1:2:4) (1 'cement:

coarse sand : 4 hand broken stone aggregate 20 mm nominal size)

and curing etc. complete (without form work) For Foundation and

in plinth(up to 10 ton)

03 Providing and laying controlled cement concrete M.200 and curing

complete including the cost of formwork (Only fresh ply shall be

use) but excluding cost of reinforcement for reinforced concrete

work in RCC FOOTING, COLUMN,BEAM, COPING

3.1 RCC Footing 69.00 4593.35 Cu.m. ₹

3.2 RCC column 32.00 8611.54 Cu.m. ₹

3.4 RCC coping 22.00 6057.55 Cu.m. ₹

04 Supply 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

meter height or depth below G.L. for all diameters.

Deformed(TMT)bars confirming to relevant IS Fe-500 grade for all

05 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg / Sq. Cm. in foundation and

plinth in cement mortar 1:5 (1 cement : 5 fine sand) -Modular etc.

complete for walls, parapets etc. at all levels

06 20 mm thick sand faced cement plaster on walls up to height

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 ( 1-cement : 1-sand ) etc. complete

7 Filling with available excavated earth (excluding rock) in trenches,

plinth, sides of foundation in layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering

8 Conveying, carting and removing of the surplus excavated

stuff from the site to any place within the AUDA limit as directed

by the Engineer-in-charge including loading, unloading, carting,

dumping and/or spreading as directed etc.

9 Providing in line level plumb, fabricating and fixing three row

horizontal barbed wire fencing and punched tape concertina coil of

9 turns per meter of 610 mm diameter fixied with clips on top of the

angle iron posts. The punched tape concertina coil having sharp

barbs at every 25 mm spacing shall be 0.5 mm thick and 19 mm

width and weighting 13 Kg./100 mtr. (Average) as per

manufacture's specification. The rate shall also include providing

and fixed 1.20 mt. total long MS angle 40 x 40 x 6 mm @

mt. c/c spacing embedded in RCC column, angle posts shall be

painted with one coats of red oxide and two coats of enamel paint

of approved quality at top of compound wall.

10 Distempering in 2 coats with oil bound distemper of approved

brand and manufacture and of required shade on wall surface to

give an even shade over and including a primer coat with distemper

primer of approved brand, thoroughly brushing the surface free 1700.00 76.84 m2 ₹

from mortar dropping and other foreign material and also inclusive

of preparing the surface even and smooth etc. complete, as

11 Labour charges for writing of capital letter "AUDA" in green plaster

of 30 cm height, 25 mm thick and 12 mm embossed as per given

detail in outside of compound wall as instructed by Engineer in

12 Fabricating and fixing in position MS structural 'section such as

flat, pipes, plates, hold fast, anchoring bolts / bars of required size

including fixing, welding and two coats of approved anticorrosive

paint over prime coat of red-oxide including RCC gate column as 1300.00 90.000 Kg. ₹

per drawing etc. complete as directed by Engineer-in-charge. a

m height and 6 m wide main and wicket gate.

Total Rs. Say ₹

ELECTRICAL-MECHANICAL ESTIMATE

Name of SANATHAL AUDA TP SCHEMES

SR. NO. DESCRIPTION AMOUNT RS.

1 MECHANICAL WORK ESTIMATE

2 INSTRUMENTATION WORK ESTIMATE

3 ELECTRICAL WORK ESTIMATE

4 TOTAL OF CAPITAL COST (1+2+3+4)

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

1 SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMP (1W+1S) 1 Set 2,75,025.00

Supply, Installation, Testing and Commissioning (SITC) of Non-clog submersible pump of following duty

parameters along with LV AC submersible induction motor air filled dry type pump-motor set shall be of

materials of construction and must have all required accessories viz. automatic coupling device, double

guide pipes, chain with shackles, Submersible Power & control cable (copper flexible & stranded type

conductor of reqd. cores & size for each pump motor set) & length of 20 m long each run with necessary

electrical termination connection at junction box / starter panels, RCC foundation with duck foot bend for

auto coupling & delivery bend and PMU etc. as per equipment data sheet and detailed technical

specifications and also including in scope any other parts / accessories / fittings required to complete the

work in all respects & satisfactory operation of pump set.

Capacity: 67 m3/hr,

Induction Motor rating mini. 9.3 kW or as per manufacturer

For SPS-01 to MH-230

2 Capacity: 134 m3/hr, 1 Set 3,81,660.00

Induction Motor rating mini. 15 kW or as per manufacturer

For SPS-01 to MH-230

3 Capacity: 302 m3/hr, 1 Set 6,67,927.00

Induction Motor rating mini. 30 kW or as per manufacturer

For SPS-01 to MH-230

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

4 SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMP (1W+1S) 1 Set 2,07,662.00

Supply, Installation, Testing and Commissioning (SITC) of Non-clog submersible pump of following duty

parameters along with LV AC submersible induction motor air filled dry type pump-motor set shall be of

materials of construction and must have all required accessories viz. automatic coupling device, double

guide pipes, chain with shackles, Submersible Power & control cable (copper flexible & stranded type

conductor of reqd. cores & size for each pump motor set) & length of 20 m long each run with necessary

electrical termination connection at junction box / starter panels, RCC foundation with duck foot bend for

auto coupling & delivery bend and PMU etc. as per equipment data sheet and detailed technical

specifications and also including in scope any other parts / accessories / fittings required to complete the

work in all respects & satisfactory operation of pump set.

Capacity: 42 m3/hr,

Induction Motor rating mini. 7.5 kW or as per manufacturer

For SPS-02 to MH-520

5 Capacity: 83 m3/hr, 1 Set 2,75,025.00

Induction Motor rating mini. 9.3 kW or as per manufacturer

For SPS-02 to MH-520

6 Capacity: 186 m3/hr, 1 Set 3,95,886.00

Induction Motor rating mini. 18.5 kW or as per manufacturer

For SPS-02 to MH-520

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

7 SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMP (1W+1S) 1 Set 3,04,124.00

Supply, Installation, Testing and Commissioning (SITC) of Non-clog submersible pump of following duty

parameters along with LV AC submersible induction motor air filled dry type pump-motor set shall be of

materials of construction and must have all required accessories viz. automatic coupling device, double

guide pipes, chain with shackles, Submersible Power & control cable (copper flexible & stranded type

conductor of reqd. cores & size for each pump motor set) & length of 20 m long each run with necessary

electrical termination connection at junction box / starter panels, RCC foundation with duck foot bend for

auto coupling & delivery bend and PMU etc. as per equipment data sheet and detailed technical

specifications and also including in scope any other parts / accessories / fittings required to complete the

work in all respects & satisfactory operation of pump set.

Capacity: 97 m3/hr,

Induction Motor rating mini. 11 kW or as per manufacturer

8 Capacity: 194 m3/hr, 1 Set 3,95,886.00

Induction Motor rating mini. 18.5 kW or as per manufacturer

9 Capacity: 436 m3/hr, 1 Set 7,01,761.00

Induction Motor rating mini. 37 kW or as per manufacturer

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

Supply, Installation, Testing and Commissioning of ISI mark CI D/F Sluice Valve as per IS 14846 PN

with Manually / Electrically Gear operated of 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.

Size: 150 mm NB (Electrically Gear Operated - On Delivery of each Pump)

For SPS-01 to MH-230

For SPS-02 to MH-520

11 VALVES: 1 No. 82,644.00

Supply, Installation, Testing and Commissioning of ISI mark CI D/F Sluice Valve as per IS 14846 PN

with Manually / Electrically Gear operated of 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.

Size: 100 mm NB (Electrically Gear Operated - On Delivery of each Pump)

SPS-02 to MH-520

12 Size: 200 mm NB (Electrically Gear Operated - On Delivery of each Pump) 2 No. 1,22,805.00

For SPS-01 to MH-230

For SPS-02 to MH-520

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

13 Size: 250 mm NB (Electrically Gear Operated - On Delivery of each Pump) 1 No. 1,70,535.00

For SPS-01 to MH-230

14 Size: 200 mm NB (Electrically Gear Operated - On Delivery of each Pump) 1 No. 95,754.63

15 Size: 300 mm NB (Electrically Gear Operated - On Delivery of each Pump) 1 No. 1,76,212.00

16 Size: 100 mm NB (Manually Operated - On header for Drain) 3 No. 4,002.00

For SPS-01 to MH-230

For SPS-02 to MH-520

17 Supply, installation, testing and commissioning of double flanged CI Dual Plate Check Valve conforming 3 No. 8,612.00

to API 594 Class 300 with CS dual door, hinge pin & stop pin of SS 410 , springs of AISI 304 and seat of SS

304 , along with all required accessories, gaskets and hardwares,etc. and as per specification.

Size : 150 mm NB (On delivery of each Pump)

For SPS-01 to MH-230

For SPS-02 to MH-520

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

18 Supply, installation, testing and commissioning of double flanged CI Dual Plate Check Valve conforming to 1 No. 5,933.00

API 594 Class 300 with CS dual door, hinge pin & stop pin of SS 410 , springs of AISI 304 and seat of SS

, along with all required accessories, gaskets and hardwares,etc. and as per specification.

Size : 100 mm NB (On delivery of each Pump)

For SPS-02 to MH-520

19 Size : 200 mm NB (On delivery of each Pump) 3 No. 16,671.00

For SPS-01 to MH-230

For SPS-02 to MH-520

20 Size : 250 mm NB (On delivery of each Pump) 1 No. 27,705.00

For SPS-01 to MH-230

21 Size : 300 mm NB (On delivery of each Pump) 1 No. 36,186.00

22 SITC of Manually / Electrically Gear operated ISI mark CI D/F Butterfly Valve as per IS 13095, PN 1.0 1 No. 1,59,509.00

with sleeve of EPDM & disc, shaft & internal parts of SS 410 along with gaskets and all other

necessary hardware etc. of following diameter including all taxes, insurance, transportation, freight

charges, Inspection Charges loading unloading, conveyence to pump house stacking, security etc.

complete as per IS and Specification.

Size: 250 mm NB (Electrically Gear operated On pump Header line after FM)

1 Nos at Header

For SPS-01 to MH-230

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

23 SITC of Manually / Electrically Gear operated ISI mark CI D/F Butterfly Valve as per IS 13095, PN 1.0 1 No. 1,16,608.00

with sleeve of EPDM & disc, shaft & internal parts of SS 410 along with gaskets and all other

necessary hardware etc. of following diameter including all taxes, insurance, transportation, freight

charges, Inspection Charges loading unloading, conveyence to pump house stacking, security etc.

complete as per IS and Specification.

Size: 200 mm NB (Electrically Gear operated On pump Header line after FM)

1 Nos at Header

For SPS-02 to MH-520

24 SITC of Manually / Electrically Gear operated ISI mark CI D/F Butterfly Valve as per IS 13095, PN 1.0 1 No. 1,68,650.00

with sleeve of EPDM & disc, shaft & internal parts of SS 410 along with gaskets and all other

necessary hardware etc. of following diameter including all taxes, insurance, transportation, freight

charges, Inspection Charges loading unloading, conveyence to pump house stacking, security etc.

complete as per IS and Specification.

Size: 300 mm NB (Electrically Gear operated On pump Header line after FM)

1 Nos at Header

25 SITC of CI Temper Proof Air Valve with Isolation Sluice Valve as per IS 14845 PN-1.0 & IS-14846 PN-1.0 3 No. 16,671.00

respectively with SS304 float, gun metal nozzle, complete hardware's, bolts, nuts & washers, gaskets etc.

including all taxes, Insurance, Transportation, freight charges, Inspection charges, loading, unloading,

conveyance to departmental stores, stacking, security etc. as per IS and Specification.

Size: 100 mm NB - Pn 1.0 (On Header pipe O/S. the pump house before interconnecting junction)

For SPS-01 to MH-230

For SPS-02 to MH-520

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

26 Supply, installation, testing and commissioning of double flanged Expansion Bellows confirming to 3 No 4,656.00

EJMA/IS standard with PN 1.0 rating & all necessary St.St. hardware''s.

Size : 150 mm x 300 mm ( L ) (On Delivery of Each pump)

For SPS-01 to MH-230

For SPS-02 to MH-520

27 Size : 200 mm x 300 mm ( L ) (On Delivery of Each pump) 2 No 6,216.00

For SPS-01 to MH-230

28 Size : 250 mm x 300 mm ( L ) (On Delivery of Each pump) 1 No 7,745.00

For SPS-01 to MH-230

29 Size : 250 mm x 300 mm ( L ) (On header Line near FlowMeter) 1 No 7,745.00

For SPS-01 to MH-230

30 Size : 200 mm x 300 mm ( L ) (On Delivery of Each pump) 2 No 6,576.00

For SPS-02 to MH-520

31 Supply, installation, testing and commissioning of double flanged Expansion Bellows confirming to 1 No 3,420.00

EJMA/IS standard with PN 1.0 rating & all necessary St.St. hardware''s.

Size : 100 mm x 300 mm ( L ) (On Delivery of Each pump)

For SPS-02 to MH-520

32 Size : 300 mm x 300 mm ( L ) (On header Line near FlowMeter) 2 No 10,200.00

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

33 G.I. PIPES & FITTINGS: 60 RMT 898.00

Supply, installation, connection with equipments as required, testing and commissioning of GI pipe

conforming to IS-1239 , Medium Duty with coupling, tee, bend, union, elbow, flanges , etc as all required

fittings for connection complete with gaskets, hardware, and required accessories as per IS &

Size: 100 mm NB (Header drain Pipe & for Air Valve Pipe)

For SPS-01 to MH-230

For SPS-02 to MH-520

34 DI PIPES & SPECIALS 30 RMT 3,597.00

Providing and supplying D. I. D/F 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).

DI Pipe K-9 D/F

Size: 150 mm (For Delivery of Each Pump)

For SPS-01 to MH-230

For SPS-02 to MH-520

35 Size: 200 mm (For Delivery of Each Pump) 15 RMT 4,735.00

For SPS-01 to MH-230

36 Size: 250 mm (For Delivery of Each Pump) 15 RMT 3,386.00

For SPS-01 to MH-230

37 Size: 250 mm (Header pipe) Length is tentative and to be considered as per actual site condition. 25 RMT 3,386.00

For SPS-01 to MH-230

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

38 DI PIPES & SPECIALS 15 RMT 2,522.00

Providing and supplying D. I. D/F 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).

DI Pipe K-9 D/F

Size: 100 mm (For Delivery of Each Pump)

For SPS-02 to MH-520

39 Size: 200 mm (For Delivery of Each Pump & Header) 40 RMT 2,651.00

For SPS-02 to MH-520

40 DI PIPES & SPECIALS 15 RMT 2,036.00

Providing and supplying D. I. D/F 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).

DI Pipe K-9 D/F

Size: 150 mm (For Delivery of Each Pump)

41 Size: 200 mm (For Delivery of Each Pump) 15 RMT 2,651.00

42 Size: 300 mm (For Delivery of Each Pump) 15 RMT 4,223.00

43 Size: 300 mm (Header pipe) Length is tentative and to be considered as per actual site condition. 25 RMT 4,223.00

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

44 DI SPECIALS 1640 kg 155.00

Manufacture, Supply & Delivery of Ductile Iron Flange bends, tees, reducers or any other specials as per

BS-EN-545/1995 Class - A Series K12 Suitable for use with DI pipes manufactured as per IS:8329 /

delivery of specials is to be made to site of works anywhere in gujarat including all taxes, loading,

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

80 to 300 mm dia

For SPS-01 to MH-230

For SPS-02 to MH-520

45 SLUICE GATE 5 Nos 5,08,500.00

SITC of Electric Actuator Gear operated C.I. Sluice Gate conforming to AWWA C 501 or IS : 13349 -

Class - 1 with rising spindle, single faced, wall thimble mounted, handwheel, flange back frame, head

stock, Spindle with supports brackets having length as specified or to suit site condition, suitable for

seating as well as unseating water head, complete in all respect.

Gate Size : 700 mm X 700 mm - approx. 12 m spindle length (at inlet line) Conventional Bottom Closing or

suitable Closing

For SPS-01 to MH-230

46 SLUICE GATE 5 Nos 4,52,000.00

SITC of Electric Actuator Gear operated C.I. Sluice Gate conforming to AWWA C 501 or IS : 13349 -

Class - 1 with rising spindle, single faced, wall thimble mounted, handwheel, flange back frame, head

stock, Spindle with supports brackets having length as specified or to suit site condition, suitable for

seating as well as unseating water head, complete in all respect.

Gate Size : 600 mm X 600 mm - approx. 12 m spindle length (at inlet line) Conventional Bottom Closing or

suitable Closing

For SPS-02 to MH-520

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

47 SLUICE GATE 5 Nos 5,08,500.00

SITC of Electric Actuator Gear operated C.I. Sluice Gate conforming to AWWA C 501 or IS : 13349 -

Class - 1 with rising spindle, single faced, wall thimble mounted, handwheel, flange back frame, head

stock, Spindle with supports brackets having length as specified or to suit site condition, suitable for

seating as well as unseating water head, complete in all respect.

Gate Size : 800 mm X 800 mm - approx. 12 m spindle length (at inlet line) Conventional Bottom Closing or

suitable Closing

48 BAR SCREEN - MANUAL 6 Nos 1,70,121.50

Supply, Installation, Testing and Commissioning of Manuall Bar Screen having bar size of 10 mm x 50 mm

and clear spacing between bars of 25 mm, MOC SS-304 and lifting hook etc with all required accessories

Size : 1200 mm (L) X 1200 mm (W)

For SPS-01 to MH-230

For SPS-02 to MH-520

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

49 E.O.T. CRANE WITH HOIST 2 Nos 5,30,250.00

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 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.

Note: Minimum as specified capacity or higher as per requirement such that EOT crane capacity is

min.1.25 times of the pump, motor OR single heaviest component to be lifted within pump house.

Capacity : 3 Ton. (for Pump Room)

'Lift : 6-12 m (or as per actual site condition)

Span: 6-9 m (or as per actual site condition)

Bay length: 6 m (or as per actual site condition)

For SPS-01 to MH-230

For SPS-02 to MH-520

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

50 E.O.T. CRANE WITH HOIST 1 Nos 6,08,250.00

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 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.

Note: Minimum as specified capacity or higher as per requirement such that EOT crane capacity is

min.1.25 times of the pump, motor OR single heaviest component to be lifted within pump house.

Capacity : 5 Ton. (for Pump Room)

'Lift : 6-12 m (or as per actual site condition)

Span: 6-9 m (or as per actual site condition)

Bay length: 6 m (or as per actual site condition)

MECHANICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

51 SITC of Electrically Operated Chain Hoist & Electrically operated Trolley, suitable to operate on Mono 3 Nos 4,16,122.50

Rail Girder having motorised motion in vertical lifting & cross travel, manufactured as per IS:6547-1972-

Class-II & IS-3177- Class-II, complete with electrically operated chain hoist & Electically operated geared

trolley, brake, chain-gear, motors, safety device, pendant push button, starter panel, cables from motor

to starter panel and all other required accessories like limit switches, panel, power supply system

(Fastoon cable type), fasteners, epoxy painting, etc. tested for over load as per IS complete as per

specifications and complete in all respect.

Capacity : 1 Ton. Min. (for Manual Screen-lifting)

'Lift : 12 m as mini. or as per site req.

(w/o MONORAIL GIRDER & MS supporting structure)

Note: (1) Minimum as specified capacity or higher as per requirement such that ECH capacity is min.1.25

times of the pump/motor OR single heaviest component to be lifted within pump house.

For SPS-01 to MH-230

For SPS-02 to MH-520

52 Providing, Supplying at site of work with freight, loading, unloading carting, etc. including all taxes and 3000 KG 64.84

duties complete such as joints, channels, angles, plates, iron rails, etc. below 10 mm thickness as per

relevant IS and as per specification

For SPS-01 to MH-230

For SPS-02 to MH-520

53 Labour Charges for lowering, laying, Fixing with fabrication various size section of MS such as joints 3000 KG 11.36

channel, angles, plates, etc Complete as per relevant IS and as per specification.

For SPS-01 to MH-230

For SPS-02 to MH-520

A TOTAL ESTIMATED COST OF MECHANICAL

INSTRUMENTATION WORK

ITEM NO. QTY UNIT UNIT RATE AMOUNT

1 INSTRUMENTATION WORK PRESSURE MEASURMENT SYSTEM 12 NOS. 1,412.00

Supply, installation, testing & commissioning of Bourden type Pressure Guage glycerene filled having

mm dial with necessary fittings / accessories (Manifold valve, nipples, etc. shall be in SS 316 only) as per

specifications & complete in all respects.Pressure gauge shall be provided only Pump delivery and on

(On delivery of each pump & on Header line).

Range : 0 - 6 kg / sq.cm.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

2 Supply, installation, testing and commissioning of Digital Pressure Transmitter along with, manifold 12 NO. 29,147.00

valve, required fittings, tubing (all valves, fittings, tubings, etc. shall be in SS 316 only) all accessories,

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

Range : 0 - 6 Kg/cm2 (On Delivery of each pump and Main Header)

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

INSTRUMENTATION WORK

ITEM NO. QTY UNIT UNIT RATE AMOUNT

3 LEVEL MEASURING SYSTEM 3 NO. 59,436.00

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 IP65 protection,

PP/ PVC Sensor MOC, with sensor to transmitter cable.

Remote Indicator cum Transmitter:

Microprocessor based indicator with LED / LCD digital display,panel/ wall mounting type, power supply

shall be 110-240 Vac or 15 to 36 Vdc, 50 Hz ± 10 %.

Accesories: Mounting bracket, nut, bolts etc as per system requirement and Hook up diagram of the

Meas. Range: upto 15 m at Wet well

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

4 ELECTRO MAGNETIC FLOWMETER 1 Nos. 1,17,201.00

Supply, installation, testing and commissioning of remote type Full Bore Electromagnetic flow meter

comprising of IP-68 Sensor, IP-65/66 remote transmitter with 10m cable between sensor and

transmitter,Panel mounted flow indicator cum Totalizer along with all mounting accessories, hardware,

etc. complete in all respect and as per specs and shall have following size and measurement range. The

scope also includes necessary connection with header pipe.

Meter Size : 250 mm (At Header)

Pipe size: 250 mm

Pipe Material : DI

For SPS-01 to MH-230

INSTRUMENTATION WORK

ITEM NO. QTY UNIT UNIT RATE AMOUNT

5 ELECTRO MAGNETIC FLOWMETER 1 Nos. 1,06,049.00

Supply, installation, testing and commissioning of remote type Full Bore Electromagnetic flow meter

comprising of IP-68 Sensor, IP-65/66 remote transmitter with 10m cable between sensor and

transmitter,Panel mounted flow indicator cum Totalizer along with all mounting accessories, hardware,

etc. complete in all respect and as per specs and shall have following size and measurement range. The

scope also includes necessary connection with header pipe.

Meter Size : 200 mm (At Header)

Pipe size: 200 mm

Pipe Material : DI

For SPS-02 to MH-520

6 ELECTRO MAGNETIC FLOWMETER 1 Nos. 1,34,422.00

Supply, installation, testing and commissioning of remote type Full Bore Electromagnetic flow meter

comprising of IP-68 Sensor, IP-65/66 remote transmitter with 10m cable between sensor and

transmitter,Panel mounted flow indicator cum Totalizer along with all mounting accessories, hardware,

etc. complete in all respect and as per specs and shall have following size and measurement range. The

scope also includes necessary connection with header pipe.

Meter Size : 300 mm (At Header)

Pipe size: 300 mm

Pipe Material : DI

For SPS-03 to MH-9

INSTRUMENTATION WORK

ITEM NO. QTY UNIT UNIT RATE AMOUNT

7 PLC BASED CONTROL PANEL FOR SPS 3 No. 16,95,000.00

Supply, Installation, Testing & Commissioning of PLC Based Instrument control Panel with panel mounted

10 " colour touch screen HMI, 4G or Latest GPRS modem with ethernet port / Such suitable port for

Remote data transmission to Existing Central as well as Zonal SCADA, SIM card for remote data

tranmission facility, Communication port for MFM . Instrument Control Panel '(PLC Enclosure / Panel ) with

necessary PLC based logic and wiring , Min. 1 kVA online UPS (with 30 min backup alongwith filter for

harmonic, suitable rating SMF inbuilt batteries alongwith battery charger and all other accessories as per

standard), etc. complete in all respects and as per specs with PLC having minimum I/O count of 64DI /

64DO / 16AI /12AO. These are the minimum IO requirement if any other IO,s required to complete the

work contractor shall be provide the same without any extra cost.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

8 SCADA Software 1 NOS. 12,00,000.00

SITC of Licensed SCADA Software (Latest Version) for Central Monitoring & Control System of Sewage

Pumping Stations (SPS) and Sewage Treatment Plant (STP), including supply, installation, testing and

commissioning of SCADA software capable of real-time centralized monitoring and control of all SPS and

STP units from a central control room, as well as local monitoring and control from individual SPS and STP

locations. The software shall support seamless integration with PLCs/RTUs over standard protocols

(Modbus TCP/IP, IEC 60870, etc.) and provide functionalities including graphical HMI, data logging, alarm

management, historical trends, and automated reporting. The license shall support the required number of

tags/nodes and include configuration for both central and local HMIs. Complete in all respects and with all

required accessories and hardware to run the software and system including one-year warranty, operator

training, OEM support, and documentation.

1) I5 PC with 8 GB RAM 1TB Hard Disk & 32” Monitor

2) 1 KVA UPS for 1 Hr. Backup

For SPS-01 to MH-230

INSTRUMENTATION WORK

ITEM NO. QTY UNIT UNIT RATE AMOUNT

9 INSTRUMENT CABLE & ACCESSORIES 540 MTR. 135.06

'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. B. Shifitng of cable from site store to place of

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

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.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

10 SIGNAL CABLE 540 MTR. 99.06

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

11 CONTROL CABLE 540 MTR. 390.17

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

INSTRUMENTATION WORK

ITEM NO. QTY UNIT UNIT RATE AMOUNT

12 INSTRUMENT CABLE TRAY 360 MTR 228.00

Supply & laying GI 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 hot dipped galvanized after fabrication as per IS 2629-

1989 / IS 4759-1984 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.

100 x 35 mm - Perforated type

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

13 CABLE END TERMINATION AND CONNECTION : 36 NOS. 76.00

'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 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.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

14 SIGNAL CABLE 36 NOS. 75.00

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

15 CONTROL CABLE 36 NOS. 83.00

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

TOTAL OF INSTRUMENTATION WORK

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

Incomer Panel 3 Nos. 43,183.00

Above 80 A, upto & including 250 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

1 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), Microprocessor release

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

MEDIUM VOLTAGE PANEL BOARD (PMCC) 1 Set 9,90,000.00

SITC of PMCC Panel (50kA) complete in all respects as per SLD / Specification / IS and including following as

(1) One nos. FP 80A Microprocessor EDO MCB for I/C with Digital Voltmeter with Voltmeter Selector

Switch, Digital Power Factor Meter, Digital Ammeter with Ammeter selector switch, MFM with RS-485, R, Y,

B, on, off, trip Indicating lamps & ON, E-STOP, Reset Pushbutton, etc.

(2) one Nos. FP 80 MCCB For Bus coupler.

(3)80/100 A TPN Main busbars. (main & auxilary busbars size with current density 0.8A/Sq.mm)

(4) One nos. (1W) Star Delta Starter for 9.3kW Motor with suitable derating and with motor duty MCCB,

suitable AC3duty line contactor, fast acting fuse, door mounting key pad etc. with CBCT, on,off,trip

Indicating lamps & ON, E-STOP, Local/Remote, Auto/ Manual selector switch etc.

(5) One nos. (1W) Auto Transformer Starter for 15 kW Motor with suitable derating and with motor duty

2 MCCB, suitable AC3duty line contactor, fast acting fuse, door mounting key pad etc. with CBCT, on,off,trip

Indicating lamps & ON, E-STOP, Local/Remote, Auto/ Manual selector switch etc.

(6) One nos. (1W) Soft Starter for 30 kW Motor with suitable derating and with motor duty MCCB, suitable

AC3duty line contactor, fast acting fuse, door mounting key pad etc. with CBCT, on,off,trip Indicating lamps

& ON, E-STOP, Local/Remote, Auto/ Manual selector switch etc.

(7) 25 kVAR Type Capacitor Bank.

(8) One no. 63A TPN MCCB feeders (for PDB - Auxiliary accessories load)

(9) One no. Outdoor lighting LDB feeder with 32A TPN 'C' curve MCB with 32A contactor & Time switch.

(10) 2nos. 32A 'C' curve MCB feeders (for Indoor LDB, 1nos. spare feeders).

(11) 3nos. 80A/1A, Cl.-1 metering CT

For SPS-01 to MH-230

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

MEDIUM VOLTAGE PANEL BOARD (PMCC) 1 Set 10,45,000.00

SITC of PMCC Panel (50kA) complete in all respects as per SLD / Specification / IS and including following as

(1) One nos. FP 80A Microprocessor MCCB for I/c with Digital Voltmeter with Voltmeter selector switch,

Digital power Factor Meter, Digital Ammeter with Ammeter selector switch,MFM with RS-485,

R,Y,B,on,off,trip Indicating lamps & ON, E-STOP, Reset Pushbutton, etc,.

(2) one Nos. FP 80 MCCB For Bus coupler.

(3) 80/100 A TPN Main busbars. (main & auxilary busbars size with current density 0.8A/Sq.mm)

(4) One nos. (1W) Star Delta Starter for 7.5 kW Motor with suitable derating and with motor duty MCCB,

suitable AC3duty line contactor, fast acting fuse, door mounting key pad etc. with CBCT, on,off,trip

Indicating lamps & ON, E-STOP, Local/Remote, Auto/ Manual selector switch etc.

(5) One nos. (1W) Star Delta Starter for 9.3 kW Motor with suitable derating and with motor duty MCCB,

3 suitable AC3duty line contactor, fast acting fuse, door mounting key pad etc. with CBCT, on,off,trip

Indicating lamps & ON, E-STOP, Local/Remote, Auto/ Manual selector switch etc.

(6) One nos. (1W) Auto Transformer Starter for 18.5 kW Motor with suitable derating and with motor duty

MCCB, suitable AC3duty line contactor, fast acting fuse, door mounting key pad etc. with CBCT, on,off,trip

Indicating lamps & ON, E-STOP, Local/Remote, Auto/ Manual selector switch etc.

(7) 20kVAR type Capacitor Bank.

(8) One no. 63A TPN MCCB feeders (for PDB - Auxiliary accessories load)

(9) One no. Outdoor lighting LDB feeder with 32A TPN 'C' curve MCB with 32A contactor & Time switch.

(10) 2nos. 32A 'C' curve MCB feeders (for Indoor LDB, 1nos. spare feeders).

(11) 3nos. 80A/1A, Cl.-1 metering CT

For SPS-02 to MH-520

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

MEDIUM VOLTAGE PANEL BOARD (PMCC) 1 Set 13,20,000.00

SITC of PMCC Panel (50kA) complete in all respects as per SLD / Specification / IS and including following as

(1) One nos. FP 100A Microprocessor MCCB for I/c with Digital Voltmeter with Voltmeter selector switch,

Digital power Factor Meter, Digital Ammeter with Ammeter selector switch, MFM with RS-485,

R,Y,B,on,off,trip Indicating lamps & ON, E-STOP, Reset Pushbutton, etc,.

(2) one Nos. FP 100 MCCB For Bus coupler.

(3)100/200 A TPN Main busbars. (main & auxilary busbars size with current density 0.8A/Sq.mm)

(4) One nos. (1W) Star Delta for 11 kW Motor with suitable derating and with motor duty MCCB, suitable

AC3duty line contactor, fast acting fuse, door mounting key pad etc. with CBCT, on, off, trip Indicating

lamps & ON, E-STOP, Local/Remote, Auto/ Manual selector switch etc.

(5) One nos. (1W) Auto Transformer for 18.5 kW Motor with suitable derating and with motor duty MCCB,

4 suitable AC3duty line contactor, fast acting fuse, door mounting key pad etc. with CBCT, on,off,trip

Indicating lamps & ON, E-STOP, Local/Remote, Auto/ Manual selector switch etc.

(6) One nos. (1W) Soft Starter for 37 kW Motor with suitable derating and with motor duty MCCB, suitable

AC3duty line contactor, fast acting fuse, door mounting key pad etc. with CBCT, on, off,trip Indicating

lamps & ON, E-STOP, Local/Remote, Auto/ Manual selector switch etc.

(7) 30kVAR type Capacitor Bank.

(8) One no. 63A TPN MCCB feeders (for PDB - Auxiliary accessories load)

(9) One no. Outdoor lighting LDB feeder with 32A TPN 'C' curve MCB with 32A contactor & Time switch.

(10) 2nos. 32A 'C' curve MCB feeders (for Indoor LDB, 1nos. spare feeders).

(11) 3nos. 100A/1A, Cl.-1 metering CT

For SPS-03 to MH-9

SITC of Power Distribution Board (PDB) for MOV as under: 3 Nos. 8,974.19

3 Phase 4 Wire TPN, 8 way Prewired LDB cum PDB for Actuators and EOT and Aux. load.

Incoming: 63A TPN, MCB 'C' Curve

5 Outgoing: 6 nos. 6-32A TP MCB 'C' Curve

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

SITC of Light Distribution Board (LDB) as under: (For Indoor Lighting & Outdoor Lighting) 6 Nos. 8,872.19

3 Phase 4 Wire TPN, 8 way Prewired LDB for Lighting load.

Incoming: 63A TPN, MCB 'C' Curve

6 Outgoing: 6 nos. 6-32A TP MCB 'B' Curve

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

MEDIUM VOLTAGE CABLES 290 Mtr 375.28

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium / Copper conductor

for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables

7 3.5C x 70 sq. mm. A2XFY Cable (Incomer to LT Panel)

For SPS-01 to MH-230

For SPS-02 to MH-520

3C x 16 sq. mm. A2XFY Cable (1Run each for each Motor) 150 Mtr. 142.14

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

3C x 25 sq. mm. A2XFY Cable (1Run each for each Motor) 150 Mtr. 161.14

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

3C x 50 sq. mm. A2XFY Cable (1Run each for each Motor) 50 Mtr. 234.14

For SPS-01 to MH-230

3C x 10 sq. mm. A2XFY Cable (1Run each for each Motor) 50 Mtr. 130.14

For SPS-02 to MH-520

4C x 6 sq. mm. A2XFY Cable (For Outdoor LDB, Indoor LDB) 80 Mtr 125.14

For SPS-01 to MH-230

4C x 6 sq. mm. A2XFY Cable (For Outdoor LDB, Indoor LDB) 480 Mtr 69.14

13 For SPS-02 to MH-520

For SPS-03 to MH-9

4C x 2.5 sq. mm. 2XWY/2XFY Cu Cable (For Motor Operated Valves) 160 Mtr 269.12

For SPS-01 to MH-230

4C x 2.5 sq. mm. 2XWY/2XFY Cu Cable (For Motor Operated Valves) 320 Mtr 177.12

15 For SPS-02 to MH-520

For SPS-03 to MH-9

3C x 2.5 sq. mm. 2XWY/2XFY Cable (For Outdoor light / St. Light) 280 Mtr. 69.14

For SPS-01 to MH-230

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

3C x 2.5 sq. mm. 2XWY/2XFY Cable (For Outdoor light / St. Light) 400 Mtr. 393.20

17 For SPS-02 to MH-520

For SPS-03 to MH-9

2C x 2.5 sq. mm. 2XWY/2XFY Cu Cable (For 3 Nos. Motor space heater (as required)), for 2nos. APFC CT, for 240 Mtr. 177.12

18 level switch)

For SPS-01 to MH-230

2C x 2.5 sq. mm. 2XWY/2XFY Cu Cable (For 3 Nos. Motor space heater (as required)), for 2nos. APFC CT, for 240 Mtr. 393.20

For SPS-02 to MH-520

For SPS-03 to MH-9

MEDIUM VOLTAGE CABLES 120 Mtr 486.28

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium / Copper conductor

for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables

3.5C x 95 sq. mm. A2XFY Cable (Incomer to LT Panel)

For SPS-03 to MH-9

3C x 70 sq. mm. A2XFY Cable (1Run each for each Motor) 50 Mtr 318.20

For SPS-03 to MH-9

CABLE END TERMINATION AND CONNECTION: 2 Nos. 204.55

Providing and, fixing heavy duty flange type brass double compression type cable gland with rubber ring

for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of

Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly

crimped with high pressure tool & connected to switchgear terminals with brass / cadmium plated nut

bolts in an approved manner.

22 1) Earthing the glands and arm ouring with earthing clamp and jumper and also connecting to common

earth bar. 2) The job also includes, if necessary, supply & fixing of extension busbar of same material on

MCCB or panel board terminal / connector to connect more than one no. of parallel cables or to connect

higher size cable to lower size unit. The job also includes earthing the glands and armour of the cable with

common earth bar or flexible copper mesh.(Cable termination qty. shall be as per site requirement)

3.5C x 70 sq. mm. A2XFY Cable (Incomer to LT Panel)

For SPS-01 to MH-230

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

CABLE END TERMINATION AND CONNECTION: 2 Nos. 202.39

Providing and, fixing heavy duty flange type brass double compression type cable gland with rubber ring

for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of

Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly

crimped with high pressure tool & connected to switchgear terminals with brass / cadmium plated nut

bolts in an approved manner.

23 1) Earthing the glands and arm ouring with earthing clamp and jumper and also connecting to common

earth bar. 2) The job also includes, if necessary, supply & fixing of extension busbar of same material on

MCCB or panel board terminal / connector to connect more than one no. of parallel cables or to connect

higher size cable to lower size unit. The job also includes earthing the glands and armour of the cable with

common earth bar or flexible copper mesh.(Cable termination qty. shall be as per site requirement)

3.5C x 70 sq. mm. A2XFY Cable (Incomer to LT Panel)

For SPS-02 to MH-520

CABLE END TERMINATION AND CONNECTION: 2 Nos. 319.64

Providing and, fixing heavy duty flange type brass double compression type cable gland with rubber ring

for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of

Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly

crimped with high pressure tool & connected to switchgear terminals with brass / cadmium plated nut

bolts in an approved manner.

24 1) Earthing the glands and arm ouring with earthing clamp and jumper and also connecting to common

earth bar. 2) The job also includes, if necessary, supply & fixing of extension busbar of same material on

MCCB or panel board terminal / connector to connect more than one no. of parallel cables or to connect

higher size cable to lower size unit. The job also includes earthing the glands and armour of the cable with

common earth bar or flexible copper mesh.(Cable termination qty. shall be as per site requirement)

3.5C x 95 sq. mm. A2XFY Cable (Incomer to LT Panel)

For SPS-03 to MH-9

3C x 16 sq. mm. A2XFY Cable (1Run each for each Motor) 2 Nos. 92.20

For SPS-01 to MH-230

3C x 25 sq. mm. A2XFY Cable (1Run each for each Motor) 2 Nos. 171.44

26 For SPS-01 to MH-230

3C x 50 sq. mm. A2XFY Cable (1Run each for each Motor) 2 Nos. 126.20

For SPS-01 to MH-230

4C x 6 sq. mm. A2XFY Cable (For Outdoor LDB, Indoor LDB) 6 Nos. 62.15

For SPS-01 to MH-230

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

4C x 2.5 sq. mm. 2XWY/2XFY Cable (For Motor Operated Valves) 8 Nos. 57.15

29 For SPS-01 to MH-230

3C x 2.5 sq. mm. 2XWY/2XFY Cable (For Outdoor light / St. Light) 16 Nos. 51.14

For SPS-01 to MH-230

2C x 2.5 sq. mm. 2XWY/2XFY Cable (For 5 Nos. Motor space heater (as required)) 12 Nos. 45.13

For SPS-01 to MH-230

3C x 16 sq. mm. A2XFY Cable (1Run each for each Motor) 2 Nos. 302.55

For SPS-02 to MH-520

3C x 25 sq. mm. A2XFY Cable (1Run each for each Motor) 2 Nos. 297.55

For SPS-02 to MH-520

3C x 10 sq. mm. A2XFY Cable (1Run each for each Motor) 2 Nos. 328.53

34 For SPS-02 to MH-520

4C x 6 sq. mm. A2XFY Cable (For Outdoor LDB, Indoor LDB) 20 Nos. 51.14

35 For SPS-02 to MH-520

For SPS-03 to MH-9

4C x 2.5 sq. mm. 2XWY/2XFY Cable (For Motor Operated Valves) 20 Nos. 45.13

36 For SPS-02 to MH-520

For SPS-03 to MH-9

3C x 2.5 sq. mm. 2XWY/2XFY Cable (For Outdoor light / St. Light) 32 Nos. 83.00

37 For SPS-02 to MH-520

For SPS-03 to MH-9

2C x 2.5 sq. mm. 2XWY/2XFY Cable (For 5 Nos. Motor space heater (as required)) 12 Nos. 85.00

38 For SPS-02 to MH-520

For SPS-03 to MH-9

3C x 16 sq. mm. A2XFY Cable (1Run each for each Motor) 2 Nos. 111.20

For SPS-03 to MH-9

3C x 25 sq. mm. A2XFY Cable (1Run each for each Motor) 2 Nos. 126.23

For SPS-03 to MH-9

3C x 70 sq. mm. A2XFY Cable (1Run each for each Motor) 2 Nos. 202.39

For SPS-03 to MH-9

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

CABLE TRAY 650 Mtr. 456.00

Supply & laying GI ladder type cable trays with side channels of size - 75 x 15 x 15 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 accessories such as coupler plates/ fish plates, bends, tees, reducers, elbows, covers and

42 electro-galvanized hardware etc, erected on existing support as per specification and instruction of

Engineer-in-charge.

Size:- 300(W) x 100(H) x 2.0 mm Thick - Ladder type

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Size:- 150(W) x 75(H) x 2.0 mm Thick - Ladder type 800 Mtr. 336.00

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

CHEMICAL EARTHING SYSTEM 39 Nos 7,028.82

SITC of chemical earthing with earthpit of minimum bore size dia. 225mm Safe Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS-3043:1987 made of corrosion free G.I. Pipes having Outer pipe

dia of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250 Micron

galvanising or copper coated solid steel road / flat strip type connection terminal 14mm dia with constant

ohmic value surrounded by highly conductive corrosion resistant chemical compound with high charge

44 dissipation suitable for electrical installation of 11 kV & 440V of 2Mtr. length of Pipe with one no. 25Kg.

bag of Back filling compound. (2 Nos Each Incomer Panel, LT Panel, APFC Panel, 2 Nos Each for Motor and

all elec. equipments)

NOTE: Earthing Resistance value & date shall be painted on the chamber cover.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

SITC of 50mm(w) x 6mm(T) etc. sizes as required, HOT deep GI Strip including supply & fixing using GI 1440 Kg 77.17

spacers, saddles when laid inside the building and inclusive of excavation & refilling of earth when laid

outside the building & interconnection with earth pit & all electro-mechanical equipments.

45 (50X6 G.I Strip wt.2.4 kg/m, 2.4x200Mt.=480kg.)

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

Supply, laying and erection of 25mm(w) x 3mm(T) etc. sizes as required, HOT deep GI Strip including supply 360 Kg 77.17

& fixing using GI spacers, saddles when laid inside the building and inclusive of excavation & refilling of

earth when laid outside the building & interconnection with earth pit & all electro-mechanical equipments.

46 (25X3 G.I Strip, 0.6 Kg/m, 0.6x200Mt.=120Kg.)

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Supply, laying and erection of 40mm(w) x 6mm(T) etc. sizes Copper Strip including supply & fixing of bolts, 564 Kg 787.34

saddles when laid inside the building and inclusive of excavation & refilling of earth when laid outside the

building & interconnection with earth pit & Tr. nutral.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

SITC of HOT Dip Galvanized iron strip wire 8 SWG (For LDB cum PDB etc.) 33 Kg 77.17

(8 SWG G.I Strip, 0.103 Kg/m, 0.103 x 100Mt.= 11 Kg)

48 For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

INTERNAL WIRING 300 Mtr 82.06

SITC of Mains & outlet points wiring with 1.1 kV grade FRLS PVC insulated ISI marked flexible stranded

copper conductor wires with medium class min. 25mm. dia. Rigid PVC pipe and accessories to be

erected concealed in / to be run on surface / wall / ceiling with following sizes as mentioned below. The

unit rate wirings shall be with connector, PVC junction box, wires, holder, ceiling rose, angle holder,

switch, sockets, switch board, brass chromium / cadmium plated machine screws, phase and neutral

49 wires, green Earth continuity wires etc. as required to complete wiring from LDB panel to the final outlet

termination points. The wiring shall be as per IS:732, IS:4648 and as per tender specification / IS.

(a) SITC of Mains wiring with 3 wire 1.5 sq.mm.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

As per Sr. No.-8.1 (b) SITC of Mains wiring with 3 wire 2.5 sq.mm as per tender specification & IS. 240 Mtr 101.06

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

SITC of Point wiring for Light / fan / Bell / Primary Point with 2nos. 1.5 sq. mm & earth wire of 1.5 sq. mm 75 Nos 351.71

(green) both are of ISI marked 1.1 kv grade FRLS PVC insulated multistrand copper wires, pipe to be

erected concealed in flushed on wall / ceiling, complete with 6A Tissino Type ISI marked flush type

switch / bell push & accessories erected on metal / PVC Box covered with 3 mm thick PC (Polycarbonate)

51 / Acrylic sheet with necessary lamp holder / ceiling Rose / H. D. connector as directed with medium

class Rigid PVC pipe & accessories.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

SITC of 6A independent Plug with 2nos. 1.5 sq.mm Cu. Mains size wiring & earthwire of 1.5 sq.mm (green) 12 Nos 310.60

both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires with medium class

Rigid PVC pipe and accessories to be erected on wall / ceiling, complete with ISI marked 3 / 5 Pin socket

and tissino type switch erected with earth continuity connection erected on Metal / PVC box covered with

52 3 mm thick PC(Polycarbonet) / Acrylic sheet. (4 Nos for Pump House)

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

SITC of One 300/380 mm dia. Ex fan 16A independent Plug point near Ex. Fan with 2nos. 4 sq.mm Cu. 6 Nos 704.60

Mains size wiring & earthwire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multistrand copper wires with medium class Rigid PVC pipe and accessories to be erected on

wall / ceiling, complete with ISI marked 3Pin socket and tissino type switch erected with earth continuity

53 connection erected on Metal / PVC box covered with 3 mm thick PC (Polycarbonet) / Acrylic sheet. Plug

point shall be near Ex.Fan.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

SITC of 6/16A independent Plug with 2nos. 4 sq.mm Cu. Mains size wiring & earthwire of 1.5 sq.mm 6 Nos 489.47

(green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires with medium

class Rigid PVC pipe and accessories to be erected on wall / ceiling, complete with ISI marked 3 / 5 Pin

socket and tissino type switch erected with earth continuity connection erected on Metal / PVC box

54 covered with 3 mm thick PC(Polycarbonet) / Acrylic sheet. (2 nos. at Pump House)

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

LED LIGHT FIXTURES: 18 Nos 293.26

SITC of LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 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 0.9, THD < 15%,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED

LED driver efficiency > 85 %

55 (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

18-20 Watts, Surge - 2KV,IP-20, conventional 4 feet CAT-III

(For 6 nos. Pump House)

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan with double ball bearing ISI mark 3 Set 2,289.51

with Condenser 230 volt A.C. 50 Hz 1200 mm sweep complete having 3blades with aluminium blades with

canopy & 30 cm. down rod erected with earthing.(Make shall be approved by Engineer in charge)) Fan

56 shall be painted with white colour.

1 Nos for Operator room

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe down rod erected duly painted 4.5 mtr 107.13

for fan complete with proper insulation without leakage and earthing.

1 Meter Down Road or as per instruction given by engineer Incharge.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Supplying & erecting Fan Hook of 10 mm M.S. Round bar grouted in RCC slab with Making the site as 3 Each 43.17

58 For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the RCC bars up to 50mm length 3 Each 107.13

each side and pierced through a 16 Gauge M.S. box / Heavy Duty PVC box complete erected concealed in

Ceiling with necessary finishing.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Providing Fan clamp of 30 x 5 mm flat of required length & 10 mm M.S. Bolt & Nuts erected with necessary 3 Each 98.13

hook of 10 mm M.S. Round Bar.

60 For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or Fan box. 3 Each 18.02

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

380mm sweep 1400 R.P.M exhaust fan, capacitor type, having double ball bearing, M.S.blades, 6 Nos. 3,052.47

mounting frame, forearms, suitable to operate on 230V,50 HZ AC supply conforming to IS: 2312.Fan shall

be painted with epoxy grey colour controlled by one 6 A flush type switch on board and 6A plug point near

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

LED LIGHT FIXTURES & LIGHTING: 6 Nos. 5,144.28

SITC of 40W LED Surface / Wall mounted LED Flood Light fittings with High power White LEDs wattage of

1Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High

pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium

with diffuser and Polycarbonate optics/ lenses with company mark/name engraved or embossed

120 to 300 V,Power Factor more than 0.95, THD < 20 %, CCT 5000 K to 5700K,

63 Uniformity ratio >0.45, Luminaries efficacy> 85 lumens/watt . LED driver efficiency > 85 %.

(Each fittings required LM-79 & LM-80 certificates)

(IP-65), Surge -4KV Cat-III

For Indoor use: (2 nos. at Pump House)

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

EXTERNAL LIGHTING (Flood LIGHT): 18 Nos 6,029.70

SITC of 70W LED Wall mounted LED Flood Light fittings with High power White LEDs wattage of 1Watt and

above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die

cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser

and Polycarbonate optics/ lenses with company mark/name engraved or embossed

120 to 300 V,Power Factor more than 0.95, THD < 20 %, CCT 5000 K to 5700K,

64 Uniformity ratio >0.45, Luminaries efficacy> 85 lumens/watt . LED driver efficiency > 85 %.

( Each fittings required LM-79 & LM-80 certificates)

(IP-65), Surge -4KV Cat-III

For Outdoor use: (6 nos. for area lighting)

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

SITC of 'B' class galvanised iron pipe 32 mm outside dia 45 cms long duly welded on 20 cms x 20 cms x 3 24 Nos 340.43

mm thick M.S. base plate, erected on wall or corner for mounting luminaire with necessary hardware

materials duly painted for wall mounting indoor & outdoor flood light fixtures on Wall of Buildings.

65 For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

SAFETY ACCESSORIES 3 Nos 8,586.26

SITC of following safety accessories complete with necessary fixing brackets, other accessories and

tools etc. as required to complete the job.

Supply & Erecting carbon dioxide (CO2) fire extinguisher of 6.5kg capacity with necessary clamps made

66 from 50 x 6 mm M.S. Flat with nut & bolts grouted in wall complete.

(For 1 Nos Pump House)

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Supplying stand first AID box with anticeptic cream, medicine for use on wounds due burn, crepe bandage, 3 Nos. 297.00

guage bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal user, scissors,

anticeptic solution (Savlon or similar) etc. (All above contents shall be of standard makes) ( 1 no. for Pump

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

ELECTRICAL WORK

ITEM NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

Providing printed instruction (First Aid) Chart both in English and Gujarati and duly framed with front 3 Nos. 129.06

glasses, for treatment of person suffering from electric shock. (1no. For Pump Room)

68 For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Supplying and erecting floor mounting stand for keeping four nos. of FIRE buckets comprising 1500 mm in 3 Nos 933.43

length, 900 mm height frame made out of 30mm X30 mm X 4 mm angle iron with cross supports for legs,

welded with 4 hooks and duly painted with one coat of red lead and two coats of approved enamelled

69 silver paint.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Supply and laying of 4 mm thickness, Rubber Matting as per as per IS:15652/IEC 61111. (for LT & APFC 41 Sqmtr 1,017.00

70 For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

MISCELLANEOUS: 3000 kg 64.84

Providing, Supply of Structure Steel at site of work with freight, loading, unloading carting, etc. including all

taxes and duties complete such as joints, channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates,

Chequered plates (below 10mm thickness) etc. required for support structure of Elecrto-Mechanical

71 equipments etc. for support on floor / wall / beam / brackets etc. as per tender and IS.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

Labour Charges for lowering, laying, Fixing with fabrication various size section of MS such as joints, 3000 kg 11.36

channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates etc Complete with two coats

of red oxide and two coats of approved colour shade of epoxy paint as per relevant IS and as per

72 specification.

For SPS-01 to MH-230

For SPS-02 to MH-520

For SPS-03 to MH-9

C TOTAL OF ELECTRICAL WORKS