Upgradation of Infrastructure facilities Road, GSR, Pump room 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 2.00 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 5,009.80 Cum 117.08

depth including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3 Providing and laying cement concrete 189.00 Cum 3,063.44

1:3:6 (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 225.00 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 270.00 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 258.75 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 12.08 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. (up to 10 ton)

It.No Description Quantity Unit Rate Amount

8 Filling available excavated earth (excluding 715.50 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

(Aluminum composite Panel); size 244 x

122 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

It.No Description Quantity Unit Rate Amount

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

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

It.No Description Quantity Unit Rate Amount

(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 in

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

Part-2 Compound Wall

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

depth including sorting out & stacking

useful materials & disposing off the

excavated stuff upto within the estate -

Loose or soft soil

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 5.43 Cu.M. 2,658.62

1:3:6 (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 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

It.No Description Quantity Unit Rate Amount

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.

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

It.No Description Quantity Unit Rate Amount

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 15, 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

tonne capacity.

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

(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

It.No Description Quantity Unit Rate Amount

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.

(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

(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

It.No Description Quantity Unit Rate Amount

meet 7.5% rate shall be reduced.

(13) ss pipes railing shall be provided

when sump is more than 2 meter above

"(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

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 for change.

(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 in tender.

It.No Description Quantity Unit Rate Amount

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

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 2.00 Set 97,918.64

of 250mm/300 mm. dia having 3 phase

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

discharge 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

It.No Description Quantity Unit Rate Amount

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

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

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

3.00 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 2.00 No 486.17

dia G.l. Union for pipe connections suitable

for 100 mm dia column pipe.

It.No Description Quantity Unit Rate Amount

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 for UG sump)

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

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

It.No Description Quantity Unit Rate Amount

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 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 40 mm having 200-250 Micron

galvanising, connection terminal dia of

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 15 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

It.No Description Quantity Unit Rate Amount

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

statusoutput, IP 67 protection, Die cast

aluminium/ polycarbonate/ SS316 with

Anticorrosive Paint/ PU finish with glass

window enclosure, Inbuilt EEPROM and

Data Logger, 20 meters cable length for

sensor to transmitter communication etc

alongwith wall mounted/ stand 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.