Upgradation of Infrastructure facilities Road, GSR, Pumproom SWD at Deodar GIDC, Deodar, Dist. Banaskantha,Gujarat.

Name of work: Upgradation of Infrastructure facilities Road, GSR, Pump room

SWD at Deodar GIDC, Deodar, Dist. Banaskantha, Gujarat.

It.No Description Quantity Unit Rate Amount

1 Clearing and grubbing road land including 1.96 Ha 28,455.09

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) by

mechanical means in area of thorny jungle

2 Excavation for foundation upto 1.5 m depth 5,009.80 Cum 117.08

including sorting out and stacking of useful

materials and disposing off the excavated

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

3 Providing and laying cement concrete 1:3:6 323.40 Cum 3,063.44

(1-Cement : 3- coarse sand : 6- hand broken

stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork

in (A) Foundation and Plinth

4 Providing and laying controlled cement 385.00 Cum 4,505.47

concrete M.250 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete work

in (A) Foundations, footings, Base of

columns and Mass concrete.

5 Providing and laying controlled cement 462.00 Cum 6,223.16

concrete M.250 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete work

in (B) Walls, from top of foundation level

upto floor two level

6 Providing and laying controlled cement 442.75 Cum 5,236.53

concrete M.250 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete work

in ('C) Slabs,landing,shelves,Balconies,

Lintels, Beams, Girders and Cantilever upto

floor two level.

7 Providing and fixing in position Fe 500D 20.67 M.T. 73,012.07

TMT for R.C.C. bored piles as per detailed

drawing, including cutting, bending hooking

tying and welding complete and including

forming the cage and lowering it in position.

8 Filling available excavated earth (excluding 1,224.30 Cum 270.30

rock) in trenches. plinth, sides of

foundations etc. in layers not exceeding

cm. in depth consolidating each disposited

layer by ramming and watering.

9 Providing and fixing DD Plan made out of 2.00 No 21,287.51

2mm aluminium sheet / 4mm ACP

It.No Description Quantity Unit Rate Amount

(Aluminum composite Panel); size 244 x

cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process

& acid etching; coated with one coat of

epoxy primer and two coats of best quality

epoxy paint; reflectorised with High

Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications;

4.0mtr (2 Nos.) long stand post of Iron

Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm;

painted with best quality epoxy coatings in

black and white bends. The details of

symbol for each board shall be as per the

instruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC block of size 45 x

45 x 60 Cms. for each leg including

excavation, curing etc. complete under the

supervision of engineer in charge. A

warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure

test report from third party test lab for the

product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro

Reflective sheeting

10 Facility Informatory Sign :- Providing and 20.00 No 3,990.64

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 cms.

rectangular as per design of IRC-67-2012.

Pre treated with phospheting process &

acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends.

The details of symbol for each board shall

be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc. complete

under the supervision of engineer in charge.

A warranty for 7 years for the Retro

reflective sheeting from original

manufacturer & a certified copy of 3 year

outdoor exposure test report from third

It.No Description Quantity Unit Rate Amount

party test lab for the product offered shall

be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

11 Cautionary Warning Signs:- Providing and 6.00 No 3,808.66

Fixing sign boards made out of 2 mm

aluminium sheet, size 90x90x90cms

equilateral triangle as per the design of IRC-

67-1977. Pre treated with phospheting

process and acid etching coated with one

coat of epoxy primer and two coat of best

quality epoxy paint, reflectorised with retro

reflective sheeting as per latest M.O.S.T.

Specifications, 3.1 m long Stand post and

frame fabricated from suitable size iron

angle of 35x35x3mm, 75x75x6mm as

required, painted with best quality epoxy

coating in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC block of

size 45x45x60 cms. for each leg. including

excavation curing etc. complete under the

supervision of engineer in charge :

(B) High intenisity grade.............

12 Regulatory / Mandatory Signs:- Providing 6.00 No 3,439.81

and Fixing sign boards Made out of 2mm

aluminium sheet size 60 cms diameter circle

as per the design of IRC-67-1977. Pretreated

with phospheting process and acid etching,

coated with one coat of epoxy primer and

two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting

as per Latest M.O.S.T. Specifications, 3.1 m

long Stand post and frame fabricated from

suitable size iron angle of 35x35x3mm,

75x75x6mm as required; painted with best

quality epoxy coating in black and white

bends. The details of symbol for each board

shall be as per the instruction of

engineering in charge. The fixing at site shall

be in 1:2:4 CC block of size 45x45x60cms.

for each leg including excavation curing etc.

complete under the supervision of engineer

(B) High intenisity grade...........

13 P/L IS standard RCC pipes in standard 50.00 Rmt 1,053.39

lengths of NP-4 Class of following dia

suitable for either collar joints or rubber

ring joints incl. all taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to site including Labour

charges for lowering, laying and jointing in

C.M. (1:2) RCC NP-4 pipes in proper

position, grade (To level or slope) and

It.No Description Quantity Unit Rate Amount

alignment as directed by the Engineer in

charge etc. complete

Part-2 Compound Wall

1 Excavation for foundation upto 1.5 m depth 73.97 Cu.M. 122.94

including sorting out & stacking useful

materials & disposing off the excavated

stuff upto within the estate - Loose or soft

2 Excavation for foundation upto 1.5 m to 4.07 Cu.M. 136.30

3.00 m depth including sorting out &

stacking useful materials & disposing off the

excavated stuff upto within the estate -

Loose or soft soil

3 Providing and laying cement concrete 1:3:6 5.43 Cu.M. 2,658.62

(1-Cement : 3- coarse sand : 6- hand broken

stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork

in (A) Foundation and Plinth (upto 10 ton)

4 Providing and laying controlled cement 20.00 Cu.M. 3,697.92

concrete M20 for foundation and

superstructure with vibrating, curing etc.

complete including the cost of form work

but excluding the cost of reinforcement for

RCC work stated below etc. complete at any

height, as directed.(A)Footing

5 Providing and laying controlled cement 4.78 Cu.M. 6,679.08

concrete M20 for foundation and

superstructure with vibrating, curing etc.

complete including the cost of form work

but excluding the cost of reinforcement for

RCC work stated below etc. complete at any

height, as directed.(B)Columns

6 Providing and laying controlled cement 5.94 Cu.M. 4,409.43

concrete M20 for foundation and

superstructure with vibrating, curing etc.

complete including the cost of form work

but excluding the cost of reinforcement for

RCC work stated below etc. complete at any

height, as directed.©Plinth Beam

7 Providing and laying controlled cement 1.03 Cu.M. 6,131.31

concrete M20 for foundation and

superstructure with vibrating, curing etc.

complete including the cost of form work

but excluding the cost of reinforcement for

RCC work stated below etc. complete at any

height, as directed. Copping(including

providing and fixing minimum 4 mm thick &

0.004 sq.mtr size glss & in zigzag pattern on

top for safety purpose as direccted.

8 Filling available excavated earth (excluding 47.60 Cu.M. 136.92

rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding

cm in depth, ramming & watering.

It.No Description Quantity Unit Rate Amount

9 Providing TMT BAR FE 415 reinforcement 3,659.44 Kg 77.29

for RCC work including bending, binding,

and placing in position complete upto floor

10 Brick masonary in cement mortar (1 : 5) 13.92 Cu.m. 4,245.09

using common burnt clay building bricks

having crushing strength not less than

kg/cm2 including scaffolding, curing etc.

complete for walls, parapets, etc. at all

levels for Convensional Brick

11 20 mm thick sand faced cement plaster on 173.00 Sq.M. 320.70

walls above ground level consisting of

mm thick backing coat of C.M. 1:3 (1

cement : 3 sand) & 8 mm thick finishing

coat of C.M. 1:1 (1 cement : 1 sand) etc.

12 wall painting (two coats) with plastic 173.00 sqm 73.83

Emulsion paint of approved brand (apex

paint)and manufacture on undecorated wall

surface to give an even shade including

thorughly brushing the surface free from

mortar droping and other foreign matter

and sand prepared smooth

13 Steel work Welded in Built up sections 875.00 Kg 92.46

,framed work including cutting, hoisting,

fixing in position and applying a priming

coat of red lead paint (a) in beams and

joints, Channels angle tees, flats with

connecting flats or angle cleats as in main

and cross beams, Hip and jack rafters,

purlins connected to common rafters and

other members as required Including

painting two coats on new steel and other

metal surface with synthetic enemal paint,

brushing to give an even shade including

cleaning the surface of all dirt and dust and

other foreighn matter

14 P/F Glazed stoneware pipe with necessary 5.40 RMT 317.38

collars, bends, tees, junction etc. making

joints air and water tight with cement

mortar 1:1 laid to proper grade incl.

Excavating & refilling trenches incl. Testing

of pipe line etc. complete. 150 mm dia.

15 Earth work in embankment having 26.00 Cum 179.11

minimum CBR 8, using yellow earth brought

from out side having PI value less than

incl. carting, spreading,braking

clods,dressing, rolling, watering,

consolidation in layers not exceeding

mm thickness at OMC to required dry

density including filling the depressions etc.

using vibratory road roller 8 to 10 tonne

It.No Description Quantity Unit Rate Amount

"Preparing structural design of RCC Under

Ground / Partially underground / above

high ground level Reservoir of required

capacity as per relevant I.S.s and

constructing the same, including excavation

in all types of soil strata ( including rock )

including shoring strutting if required, for

loose soil/ to protect from collapse due to

nearby traffic load, casting 100 mm thick

P.C.C. levelling course in M-10, Refilling the

pit with proper soil and disposing of the

surplus stuff within a lead of 50 meters.

Including cement plaster in CM 1:2 with

approved water proofing compound to

inside water touching surface to container.

including all types of labour and material

charges of lowering, laying, erecting .

hosting and jointing of pipe assembly to

inlet, outlet overflow, washout and bye pass

arrangement as per hydraulic design.

Providing and fixing accessories like MS / GI

Ladder, CI Manhole frame and cover , water

level indicator, adequate cowl type

ventilators or lantern type ventilator with

stainless steel jail.

B.B. Masonry chambers for valves. Proving

and applying three coast of cement paint /

snowcem to the outside face of structure. It

also includes satisfactory water tightness

test as per relevant I.S. code and painting

name of scheme and capacity on the tank as

per direction of engineer in charge."

List of Indian Standards for Design of GSR /

The structural design of GSR shall be in

accordance with provisions relevant I.S.s

(1) I.S. 3370 part I & II 2009 or latest revised

(1.1) I.S. 3370 part III & IV 1965 or latest

(2) I.S. 456-2000 or latest revised.

(3) I.S. 1983-2000 - 1984 or latest revised.

(4) I.S. 875, Part - 1 to 3, 1987 or latest

General Specifications :-

(1) Water depth in container shall be

adopted as per data of tender. If water

depth in not specified the suitable water

depth / acceptance to field engineer in

accordance with hydraulic requirement

shall be adopted for capacity.

(2) Shape of container (in plan) specified

by in data shall be adopted in absence

circular shape shall be adopted.

It.No Description Quantity Unit Rate Amount

(3) Size shall be fixed as per availability of

space (land area) at site / acceptable

engineer in charge.

(4) Effect of overlapping of pressure bulbs

on soil due nearby structure and proposed

sump should be considered.

(5) Care shall be taken that no damage

should occur to nearby existing structure.

Compensation shall be paid for the same by

(6) The minimum concrete grade for RCC

(7) HYSD Fe 415 / 500 grade reinforcing

bars confirming to I.S. 1786 / 1139 shall be

considered in design. CRS / TMT bars shall

be provided. In saline atmosphere corrosion

resistance stainless steel / HCR rebar shall

be provided. Any other steel can be used

with approval of C.E. / in situation of non

availability in market without extra cost.

(8) Minimum size (or thickness) of various

components shall be provided as per

tender criteria / specifications in absence as

per I.S. / Std. practice of G.W.S.S.B.

Minimum dimensions specified for various

components in tender data / specifications

shall be provided without fail.

(9) The safe bearing capacity (SCB) shall be

referred from SBC test report. In absence of

report it shall be referred from data sheet. If

poor soil is found / water table is met with

during excavation SBC shall be scientifically

ascertained and design shall be revise. No

extra shall be paid for increase in quantity.

(10) DI pipes and special shall only be used

if type is not specified in tender.

(11) The rate shall include cost of

dewatering during excavation making all

arrangement when water table meets

(12) The structure shall be designed

properly to resist uplift due to ground water

table specified in data or actual ground

water table meets with during excavation. If

GWT / Uplift is mentioned in tender and

during excavation it dose not meet 7.5%

rate shall be reduced.

(13) ss pipes railing shall be provided when

sump is more than 2 meter above ground

"(14) RCC staircase / roC stair should be

provided room GL at sumo top slab based

on the heigth of the GSR above beloow the

14.b RCC stair case with SS railing to be

It.No Description Quantity Unit Rate Amount

provided inside reservoir container BB

masonry cabin with MS safty door"

(15) Appearance of structure should be

aesthetically good looking acceptable to

(16) Any charge in size, shape depth below

GL, water depth, F.B. size of member etc

can be permitted in exceptional case due to

site condition or hydraulic design

requirement by C.E. No extra shall be paid

(17) Any charge in data, dimensions,

shape, and water depth, reduction in size if

permitted by competent authority and if it

reduces quantity then payment shall be

reduced prorate.

(18) When capacity of GSR Sump is >

lacs liter two or suitable compartments

acceptable to executive engineer shall be

designed and provided.

(19) Agency shall engage qualified (at

least graduate) consulting engineer for

designing the structure and he / she shall

visit the site for guidance of work.

(20) 75% part rate shall be payable for

concrete, reinforcement and plastering

items of container until satisfactory

hydraulic testing for water tightness is

performed as per tender condition. Till the

work shall be treated as incomplete.

Above conditions / general specifications Sr.

No. 1 to 19 are part and parcel of tender (

contract) and prevail over other provisions

Part-4 Pump Room

1 Designing (aestherically), and Constructing 60.00 Sqmt 15,301.72

RCC framed pump House with possidtive

auction / Negative Section as per design

requirement and detailed specifications incl.

1 )5 meter x4 meter

2 Wall painting (two coats) with plastic 320.00 Sqmt 97.00

Emulsion paint of approved brand (apex

paint)and manufacture on undecorated wall

surface to give an even shade including

thorughly brushing the surface free from

mortar droping and other foreign matter

and sand prepared smooth

Part-5 PMC for Bore Well at Deodar.

1 Supplying submersible pump set for bore of 2.00 Set 97,918.64

250mm/300 mm. dia having 3 phase motor

capacity about 60 H.P /80 H.P discharge

It.No Description Quantity Unit Rate Amount

capacity having below working at 3 Phase

400/440 volt 50 c/s AC Supply &

a) Capacity: 600 to 800 LPM.

b) Head range : 182 to 265 mtrs

c) Dupty point : 250 mtrs

d) The pump shall have best efficiency at

duty point & Suitable to 100 mm Delivery

pipe e) Pump should have Minimum

number of Stage and It should be Suitable

for bore dia 300 mm Ø.

f) Supply 3 phase. 415 V, 50 Hz AC power

g) Method of starting :ATS

h) The guaranteed minimum overall

efficiency of pump shall be as per the

ANNEXTURE– ‘B’ attached herewith. The

pump having overall efficiency less than the

specified in ANNEXTURE-B shall not be

2 Supply of Flat PVC insulated flat 350.00 Rmt. 658.52

submersible cable as per detailed technical

speficification of R/C of GWSSB conforming

to IS 694,iec 60227/60228 having size of 1 x

3 x 35 sq. mm. Suitable to above pump set

3 Supplying and erecting approved make3 1.00 No 87,191.28

phase motor control panel (ATS) made

from 16 G. CRCA sheet duly painted with

epoxy power paint inside and outside with

hinged doors and locking arrangement,

consisting, of suitable switch of AC 23 duty

with HRC fuses (Cat.III), starting and running

contactors, overload relay, Automatic water

level controller, Electronic timer with

master timer CT operated Ammeter with

selector switch, Voltmeter with selector

switch, phase indicating lamps, single

phasing preventer , water level guard, over

load, start, run and stop push buttons, air

cooled auto transformer with 60%, 70%,

80% tapping with required protection relays

and control accessories. Panel to be

erected on angle iron frame grouted on

wall as directed., contactors relays, timer

etc. shall be of L & T Siemens / Cutler

Hammer make. Suitable to above Pump-

Motor Set. ATS from 91 to 100 HP.

4 Providing & erecting approved make Four 1.00 No 20,944.66

pole moulded case circuit breaker having

breaking capacity/strength ICU of 35 K.A. at

415V. having normal current rating up to

250A. with variable thermal & magnetic

release suitable to work on A.C.supply

c/s. with all internal connections &

complete erected on polished wooden

It.No Description Quantity Unit Rate Amount

board/ in existing 16 G.M.S housing.ICS =

100% of ICU only.CAT III

5 Supply of 100 mm diameter of SUPER 240.00 Rmt. 1,129.83

HEAVY UPVC column pipe with coupler and

wire locks in approximate length of

mtrs,35 kg /cm^2 waight.

6 Supply of SS TOP & BOTTOM accessories 1.00 Set 3,872.24

with pump guard set suitable to item no.5

as directed by Engineer - in - charge with

necessary plumbing as desired.

7 Supplying & erecting G.l. bend for pipe 8.00 No 547.80

connections suitable for 100 mm dia

column pipe. (04 nos for bore well + 04 nos

8 Supplying & erecting ISI Marked 100 mm dia 2.00 No 486.17

G.l. Union for pipe connections suitable for

100 mm dia column pipe.

9 Providing and erecting ISI mark CI Double 5.00 No 4,077.37

Flanged 100 mm sluice valve as per IS

:14846 including all taxes,insurance

,transportation ,freight, charges

,octroi,inspetion charges ,loading,un

loading,conveyance to departmental stores

,staking etc.complete with ISI mark only .

P.N,1.6 With hand wheel /cap operated (PD

type Short Body) (2 no for Bore well + 3 no

10 Providing and erecting ISI mark 100 mm C.I 3.00 No 6,062.02

Non Return valve including all

taxes,insurance ,transportation ,freight,

charges ,octroi,inspetion charges

,loading,un loading,conveyance to

departmental stores ,staking etc.complete

with ISI mark only , IS 5312 ,PN-1.6 (1 no

for Bore well + 2 no for UG sump)

11 Supply of errection clamps with nut & bolts 4.00 Pair 282.46

Clamp made from M.S. plate with 3 holes

on either side with nuts & bolts of std. Make

and suitable size 4"(Width)x

1.5"(Thickness)x 24" length flate suitable to

100 mm dia column pipe & 300 mm dia

Borewell. (2 pair for bore well+ 2 pair for

12 Supply of all flanged, heavy duty CI Tee as 2.00 No 1,523.08

per IS 1538/ 1986 specification suitable for

use with C.I. column pipe of 100 mm dia.

size of C.I. Tee- 100 x 100 x 100 mm dia

Supply of M.S. Blind blank flange having

mm thickness. With standard holes for

mm dia bolts. (1 nos for bore well + 1 nos

13 Supplying & erecting in earthpit of 2.00 No 5,841.74

minimum bore dia. 225mm size approved

make Safe Earthing Electrode consisting

Pipe-in-Pipe Technology as per IS 3043-1987

It.No Description Quantity Unit Rate Amount

made of corrosion free hot dipped G.I.Pipes

having Outer pipe dia of 80 mm having 80-

200 Micron galvanising, Inner pipe dia of

mm having 200-250 Micron galvanising,

connection terminal dia of 14 mm with

constant ohmic value surrounded by highly

conductive compound with high charge

dissipation suitable for following type of

applications with chamber and heavy duty

cover.(approved make OEM has to submit

test certificate including value of earth

resistane of installation. (A).For electrical

installation up to 440 V length of pipe 1 Mtr

back filling compound -1 Nos of bag of

kgs. (1 no for bore well + 1 nos for sump

with pump house)

14 Lowering of submersible motor pump set 1.00 Job 2,995.76

complete with required. Nos. and size of

casing pipes erected by means of proper

chain pulley block & pipe wrenches after

checking of threads of each pipe with

coupling to take the load of the pump set

and pipe assembly filled up with water.

Above 120 mtr & up to the depth as

directed by Engineer-In-Charge

15 Design, Supply, Installation, Testing, 1.00 No 66,495.37

Commissioning of Full Bore 100 mm dia

Electromagnetic flow meter with factory

calibrated, Regular Power Operated,

flanged connection, Flow sensor, Indicator,

transmitter and totaliser with all accessories

viz. (I) Flow Meter/ Sensor:

DC pulsed type, IP 68 Protection, Flanged

process connection as per IS 1538 or

equivalent standard, SS304/ Metallic Alloy

Flow Tube, SS316/ SS 316 L/ Hastelloy

Sensor, SS316/ Hastelloy Grounding Ring/

Inbuilt Grounding Electrode, Neoprene/

Polyurethane/ Hard Rubber/ Rilsan lining,

SS304/ Die Cast Aluminium/ Carbon steel

with Anticorrosive Paint Coil Housing with

Junction Box, CS flanges.(II) Flow

Transmitter/ Converter ( Remote Field

Mounted):Microprocessor based, Modular

design, 2 line LCD for indication of actual

flow rate, forward, reverse, sum totaliser

display, ±0.5% accuracy at 0.3 to 4 m/sec

velocity, 4 to 20 mA with HART/Modbus

output, one scalable pulse, one status

output, IP 67 protection, Die cast

aluminium/ polycarbonate/ SS316 with

Anticorrosive Paint/ PU finish with glass

window enclosure, Inbuilt EEPROM and

Data Logger, 20 meters cable length for

sensor to transmitter communication etc

It.No Description Quantity Unit Rate Amount

alongwith wall mounted/ stand ounted

16 Design, Supply, Installation, Testing, 4.00 No 1,039.29

Commissioning of Bourdon Type

Pressure Gauge, ±1% accuracy, Direct

bottom 1/2" NPT (M) process connection, IP

67, Glycerine filled, SS304 Case with

Bayonet Type Bezel, SS316 L Bourdon Tube,

SS 316 Movement material, Aluminium dial

with black graduation on white background,

Micro Zero adjustable pointer, neoprene

gasket, Blow out disc, shatter proof glass, SS

tag plate etc as per IS 3624. 100 mm Dial

Size (0 to 21 Kg/cm2)

Grand Total: Rs.

Grand Total: Rs.