Widening & Strengthening of Approach Road, SWD, Revamping and Shifting of Water Supply Line at Intake well at Vapi Notified Area under AII Scheme

Name of Work: Widening & Strengthening of Approach Road, SWD,

Revamping and shifting of Water Supply Line at Intake well at Vapi

Notified Area, under AII Scheme.

EXECUTIVE ENGINEER

GIDC, 1st Floor, Administrative Office Building, Plot No.C-5/101, Nr. Telephone

Exchange, Char Rasta, Vapi 396

BIDDER’S SIGNATURE Executive Engineer,

Name of work: Widening & Strengthening of Approach Road, SWD,

Revamping and shifting of Water Supply Line at Intake well

at Vapi Notified Area, under AII Scheme.

INDEX FOR VOLUME-IV(PRICE BID)

Sr. No. Particulars Pages from to

1 Bidders to please read this carefully 441 to

3 Schedule “B” 444 to

BIDDER’S SIGNATURE Executive Engineer,

BIDDERS TO PLEASE READ THIS CAREFULLY

1) The tender document : Pre-Qualification Document - Volume I, Technical Bid - Volume II, Price

Bid Volume -III, and B2 agreement Volume - IV and drawing Volume - V shall be prepared by e-

tendering process marked as technical bid with Pre-qualification application & price bid.

2) The Bidder shall submit documentary evidence in support of Tender Evaluation Criteria, failing

which the tender will be rejected.

Earnest money as mentioned in the Memorandum of work in brief attached herewith & tender fee

shall be paid in the form of D.D. / F.D.R valid for the minimum period of 6 months. Scanned copies

of DD / F.D.R for tender fee & EMD should be submitted in electronic format through online, while

original documents of tender fee & EMD should be submitted by speed post/ courier / R.P.A.D. /

Hand Delivery at Office of The Executive Engineer, G.I.D.C. Vapi Administrative Building, Plot No. C-

5/101, New Telephone Exchange Road, GIDC CHAR RASTA, VAPI -396195 on or before date

specified in the tender notice.

3) The contractor shall also apply for pre-qualification in the manner set out in the Pre-Qualification

Document (Volume – I).

4) The quoted rates shall be firm during contract period and no escalation shall be payable on any

5) Please read special conditions attached with Technical bid (Volume – II).

6) Please read the application for pre-qualification attached with the Pre-Qualification Document

7) The rates for items to be executed shall be quoted in the Schedule B (Work execution) attached

with Price Bid only in electronic format through online and rates for three years maintenance of

the work done under this contract shall be quoted in the Schedule “B” attached with the Price Bid

only in electronic format through online invariably. The bidder should have to quote the rates in

the Schedule- B compulsory.

8) GIDC reserve the right to withdraw the maintenance work.

9) The rates for items in Schedule B attached with the Price Bid shall be quoted only in electronic

format through online & digitally signed the same.

10) The bidder should have to fill the required details in the Schedule No. C to I for application of pre-

qualification attached with the Pre-Qualification Document (Volume – I) in electronic format

through online compulsory. Documents for the same for verification should be submitted by speed

post/ courier / R.P.A.D. / Hand Delivery at Office of The Executive Engineer, G.I.D.C. Vapi

Administrative Building, Plot No. C-5/101, New Telephone Exchange Road, GIDC CHAR RASTA,

VAPI -396195 on or before date specified in the tender notice.

11) If the tender is taken in favour of the company, a power of attorney / necessary authorization in

favour of the person who may have signed the tender for the company, must accompany the

12) All the work shall be carried out as per the specifications attached with this Technical bid (Volume

13) The rate quoted include clearance of site (Prior to commencement of work at its close) in all

respects and hold good for work under all conditions including site moisture, weather etc.

14) Any sort of correction or erasure in the tender shall not be done by the tenderer, by applying white

fluid or any other chemical. The tenders with corrections made in aforesaid manner shall be out

rightly rejected by the GIDC, if not initialed at corrected figures & words.

BIDDER’S SIGNATURE Executive Engineer,

15) If any corrections, erasures or overwriting are required by the tenderer before submitting the

tender, all the corrections shall be initiated by the tenderer only before submission of the tender;

otherwise the tender shall be rejected by the Corporation.

16) Schedule "A", "B" attached with the Price bid & Schedule “C” to “I” attached with the Pre-

Qualification Document (Volume – I) should be digitally signed by the bidder.

17) Please also read the chapter –I & II of B2 form attached with this technical bid (Volume – II ).

18) The contractor shall have to furnish the Permanent Account No., Assessment No. & Ward under

which he is assessed.

19) The Unit rates specified for various items to be executed as per Schedule – B attached with the Price

Bid are excluding GST but inclusive of all labors, materials, testing charges, Labour Cess & Other

taxes, equipment’s, all incidental charges involving in the work and as specified in the Mode of

measurement & payment of detailed specifications of items incl. all taxes, royalty, octroi,

transportation cost etc. all as applicable presently as to be enforced for future by any / all including

Central/State Government & Statutory bodies from time to time.

20) The contactor shall have to furnish the True copy of the GST Registration & R.P.F.C. registration

certificate & latest challan.

21) A deviation in time schedule is not acceptable.

22) Alternate designs / offers are not acceptable

Other required documents as mentioned below: -

1. Registration Certificate.

2. Latest Bank solvency certificate for current year. (20% value of Estimated Cost put to Tender)

3. Partnership deed / Power of Attorney with certificate of registration of Firm. (In case of

Partnership Firm)

4. Latest Income Tax Return filed & PAN Card details.

5. Details of one similar nature of work completed in last five Financial Years.

6. Details of work on hand.

7. Turnover of last 5 years certified by C.A.

8. GST Certificate.

9. R.P.F.C. registration certificate with latest Challan paid

10. Self- Evaluation form Placed in Pre-Qualification (Technical Bid - (Part-II)) as a Annexure-C is

mandatory and required details as per Performa with page number must be filled-up. If such

details are not submitted with the bid documents, the bid shall be liable for disqualification.

11. For TPI agency, required facilities are to be arranged by the work agency inclusive of site /

field Laboratory Room etc.

BIDDER’S SIGNATURE EE, GIDC, VAPI

BIDDER’S SIGNATURE Executive Engineer,

Name of work: Widening & Strengthening of Approach Road, SWD, Revamping and

shifting of Water Supply Line at Intake well at Vapi Notified Area,

under AII Scheme.

Schedule showing (approximately) the materials to be supplied from the G.I.D.C. store for work

contracted to be executed and the rates at which they are to be charged for:

Rate at which the material will be charged to the

Rate in delivery

NIL NIL NIL NIL

Signature of contractor

Executive Engineer

BIDDER’S SIGNATURE Executive Engineer,

Name of Work: Widening & Strengthening of Approach Road, SWD, Revamping and

shifting of Water Supply Line at Intake well at Vapi Notified Area,

under AII Scheme.

Item Description Quantity Unit Rate Amount

Part- A ( Road Work ) Clearing and grubbing road land

including uprooting rank vegetation grass bushes, shrubs,

1 sapling and trees girth up to 300 mm removal of stumps 1.32 Ha

of trees cut earlier and disposal of unserviceable

materials (C) By mechanical means in area of light

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

2 disposing off the excavated stuff with all lead and lift as 2611.43 Cum.

instructed by EIC.(B) Dense or Hard soil

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at O.M.C.

3 to required dry density including filling the depression 34558.39 Cum.

which occur during the process using power roller 8T to

10T.(C) From Borrow area within with all lead and lift as

instructed by EIC

Supply and installation of polyester needle punched non 13650.90 Smt

woven geotextile as filter media below Subgrade, as per

4 MoRTH 700 Type-II geotextile. The width of geotextile

roll shall not be less than 4.5 m, at easily accessible

location including top and bottom, with all leads and lifts,

manpower and machinery, materials, labour etc.

complete and as directed by Engineer - In - Charge.

5 Earthwork for embankment Subgrade , including 5753.15 Cum.

breaking clods, dressing with all lead and lift and

including watering rolling and consolidation of subgrade

in layers at O.M.C. to required dry density including

filling the depression which occur during the process

using power roller 8T to 10T.(B) From Borrow area.

6 Construction of granular sub-base by providing & laying 2493.68 Cum.

of compacted thickness of 200 mm Grading 5th Granular

sub base (GSB) in layers of (150 mm with geocell +

mm) 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

BIDDER’S SIGNATURE Executive Engineer,

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) including all

materials, labour, machinery.etc completed.

7 Supplying and laying of Polypropylene (PP) Biaxial 9678.90 Smt

Extruded Geogrid made from virgin high-density

polypropylene, having aperture size of 38mmx 38mm

and minimum LCR of 1.45 for Sub-base reinforcement

with minimum junction efficiency of 90% including

transportation, labour, leads and lifts complete as per

direction of Engineer-in-charge.

8 Providing, laying, spreading and compacting graded 2552.38 Cum.

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 ) . including

materials. etc completed as directed by Engineer In

9 Providing and applying primer coat with bitumen 9664.90 Sqm.

emulsion on prepared surface of granular Base including

clearing of road surface and spraying primer at the rate of

0.70 kg/sqm using mechanical means.

10 Providing & laying compacted 60mm thick dense graded 1448.02 MT

bituminous macadam (DBM) Grade-2 in Single layer

using 100-120 TPH batch type HMP producing an

average output of 75 tonnes per hour, tack coat at the rate

of 2.5 kg / 10 m2 in each using crushed aggregates of

specified grading . premixed with bituminous content @

4.5% (VG - 30) by weight of total mix and filler

transporting the hot mix to work site laying with a

hydrostatic paver finisher with sensor control with

minimum road width or as directed by Engineer in charge

to the required grade, level and alignment, rolling with

smooth wheeled vibratory and tandem 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. 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.

BIDDER’S SIGNATURE Executive Engineer,

11 Providing and laying compacted 40 mm thick 985.44 MT

Bituminous Concrete ( BC ) Grade -II in single layer

using 100-120 TPH batch type hot mix plant and using

emulsion 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-30 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 )

12 Road marking with hot applied thermoplastic paints with 328.40 Sqmt

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35-2015. The finished

surface to be level, uniform and free from streaks and

holes. zebra patta /bump patta lane/center line/ edge

line/cut patta. The white color marking should provide

luminance coefficient on cement road shall be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time.

The marking should meet the performance criteria for

night time reflectivity, wet reflectivity and skid resistance

as mentioned in the section-15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years.

13 Supplying and fixing cat eye (Stimsonite) made out from 82.00 No.

Acrilo beautile sterine injuction high compressed

molding with reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity

14 Providing and casting in situ ordinary cement concrete 95.32 Cmt.

M-150 for Kerbs / kerb blocks including formwork,

curing and finishing complete.

BIDDER’S SIGNATURE Executive Engineer,

15 Providing and casting in situ controlled cement concrete 238.15 Cmt.

M-300 for Kerb/ kerb blocks including formwork curing

and finishing, complete.

16 Painting Two Coats on New Concrete Surfaces (Painting 1210.40 Smt.

two coats after filling the surface with synthetic enamel

paint in all shades on new plastered concrete surfaces)

17 Part- B ( Building Work )Excavation for foundation 310.0 cum.

upto 1.5 m depth including sorting out and stacking

of useful materials and disposing off the excavated

stuff with all lead and lift lead.(B) Dense or Hard soil

18 Excavation for Foundation for depth from 1.5 mt to 3.0 190.7 cum.

mt including shoting out and stacking of useful materials

and disposing off the excavated stuff with all lead and lift

lead [B] Dense or Hard soil.

19 P/L PCC 1:3:6 (1-cement : 3 coarse sand : 6 M/c stone 23.3 cum.

aggregate 20 / 40mm nominal size) in foundation

concrete / floor concrete incl. machine mixing, ramming,

consolidation & curing etc. incl. cost of form work if

required etc. complete at all levels [Foundation level]

20 Providing and laying controlled cement concrete M-250 45.34 cum.

for RCC work (Minimum Cement level 450.00 Kg/ m3)

as per detailed drawings including cantering, shuttering,

machine mixing, vibrating, scaffolding, curing, cantering

having double or more height wherever required &

finishing etc. but excluding cost of reinforcement etc.

complete at all levels.

21 Providing and laying controlled cement concrete M-250 25.32 cum.

for RCC work as per detailed drawings including

cantering, shuttering, machine mixing, vibrating,

scaffolding, curing, cantering having double or more

height wherever required & finishing etc. but excluding

cost of reinforcement etc. complete at all levels.

R.C.C. Column - Upto GL

22 Providing and laying controlled cement concrete M-250 36.45 cum.

for RCC work as per detailed drawings including

cantering, shuttering, machine mixing, vibrating,

scaffolding, curing, cantering having double or more

height wherever required & finishing etc. but excluding

cost of reinforcement etc. complete at all levels.

R.C.C. Plinth Beam

23 Filling available excavated earth (excluding rock) 370.33 cum.

in trenches. plinth, sides of foundations etc. in layers

not exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

24 Brick work using common burnt clay building bricks 9.5 cum.

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

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

6 -fine sand)(B) Conventional

25 Filling in foundation and plinth with murrum or selected 123.49 Cumt.

soil in layers of 20cm. thickness including watering,

ramming and consolidating etc. complete.

26 Filling in plinth with sand under floors including 36.03 cum.

watering ramming, consolidating and dressing

BIDDER’S SIGNATURE Executive Engineer,

27 P/L PCC 1:3:6 (1-cement : 3 coarse sand : 6 M/c stone 36.6 cum.

aggregate 20 / 40mm nominal size) in foundation

concrete / floor concrete incl. machine mixing, ramming,

consolidation & curing etc. incl. cost of form work if

required etc. complete at all levels [Floor level]

28 Brick work using common burnt clay building bricks 246.74 cum.

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

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

6 -fine sand)(B) Conventional

29 Half brick masonry in common brunt clay building bricks 366.78 sqmt.

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

Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with

Nos of 6mm Mild steel round bars after every three

course embedded in Cement Mortar in foundation and

plinth (B) Conventional

30 Providing and laying controlled cement concrete M-250 30.99 cum.

for RCC work (Minimum Cement level 450.00 Kg/

m3)as per detailed drawings including centering,

shuttering, machine mixing, vibrating, scaffolding,

curing, centering having double or more height wherever

required & finishing etc. but excluding cost of

reinforcement etc. complete.

31 Providing and laying controlled cement concrete M-250 14.36 cum.

for RCC work (Minimum Cement level 450.00 Kg/

m3)as per detailed drawings including centering,

shuttering, machine mixing, vibrating, scaffolding,

curing, centering having double or more height wherever

required & finishing etc. but excluding cost of

reinforcement etc. complete.

R.C.C. Lintel & Sill

32 Providing and laying controlled cement concrete M-250 31.24 cum.

for RCC work (Minimum Cement level 450.00 Kg/

m3)as per detailed drawings including centering,

shuttering, machine mixing, vibrating, scaffolding,

curing, centering having double or more height wherever

required & finishing etc. but excluding cost of

reinforcement etc. complete.

33 Providing and laying controlled cement concrete M-250 43.61 cum.

for RCC work (Minimum Cement level 450.00 Kg/

m3)as per detailed drawings including centering,

shuttering, machine mixing, vibrating, scaffolding,

curing, centering having double or more height wherever

required & finishing etc. but excluding cost of

reinforcement etc. complete.

34 Providing and laying controlled cement concrete M-250 5.32 cum.

for RCC work (Minimum Cement level 450.00 Kg/

m3)as per detailed drawings including centering,

shuttering, machine mixing, vibrating, scaffolding,

BIDDER’S SIGNATURE Executive Engineer,

curing, centering having double or more height wherever

required & finishing etc. but excluding cost of

reinforcement etc. complete.

35 Providing and laying controlled cement concrete M-250 15.84 cum.

for RCC work (Minimum Cement level 450.00 Kg/

m3)as per detailed drawings including centering,

shuttering, machine mixing, vibrating, scaffolding,

curing, centering having double or more height wherever

required & finishing etc. but excluding cost of

reinforcement etc. complete.

R.C.C Chhajja for Lintel & Sill level

36 Providing & Laying 15 mm thick cement plaster in single 1372.71 Sqmt

coat in CM 1:3 (1-cement : 3-sand) on rough & fair side

of RCC / brick masonry, ceiling, any other surface for

interior & exterior plastering as per architectural design /

drawings incl. making 10 x 10 mm or as specified

grooves as per pattern given in the architectural drawings

incl. drip moulding & finished even and smooth with

neat cement slurry incl. racking out joints, cleaning,

curing, scaffolding, etc. complete upto floor two levels

37 P/L 20 mm thick sand faced plaster on wall up to any 821.2 Sqmt

height consisting of 12mm thick backing coat of cement

mortar 1:3 (1-cement : 3 sand) & 8mm thick finishing

coat of cement mortar 1:1 (1-cement : 1-sand) as per

architectural design / drawings incl. making 10 x 10 mm

or as specified grooves as per pattern given in the

architectural drawings incl. racking out joints, cleaning,

drip moulding, curing, scaffolding, etc. complete at all

floor levels. used wooden godka.

38 Providing and laying - Filter Media 900mm thick 3.20 Sqmt

directed at the back of abutments, returns and wing walls

as per detailed specifacations.

39 Providing TMT Bar FE 500D reinforcement for R.C.C. 41981.21 Kg.

work including bending, binding and placing in position

complete upto floor two level

40 Providing and laying polished kota stone slab 25mm 275.61 Sqmt

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 and

polishing etc. complete.

41 Providing and laying Vitrified tiles 8 to 10 mm thick , 46.0 Sqmt

24'' x 24'' in flooring treads of steps and landing laid on a

bed of 12mm thick cement mortar 1:3 (1-cement : 3-

coarse sand ) finishing with flush pointing in white

42 Providing and laying Vitrified tiles 8 to 10 mm thick , 59.6 Sqmt

24'' x 24'' in skrting risers of steps and dedo on 10mm

thick cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry

BIDDER’S SIGNATURE Executive Engineer,

43 Providing wood work in frames of Doors, windows 21.1 Sqmt

cleare story windows and othersimilar works wrought,

framede and fixed in position. (A) Indian Teak Wood .

44 Providing and laying marble stone slab flooring over 23.05 Sqmt

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

coarse sand) 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

45 Providing and fixing 35mm thick factory made moulded 20.16 Sqmt

door shuter consisting of solid core single leaf flush door

of 30mm thickness, lipped with 15mm (5mm x 3) thick x

30mm width on one stiles and top rail and 10mm (5mm x

2) thick x 30mm width on the other stiles and bottom

rails. The inner panel laminated with 2mm thick termite

proof, water proof and fire resistant moulded PVC sheet

with 2,4,6 raised panel design in different plain and /or

prelim colours on one side after routing the moulded

design on flush door and 2mm plain and/or prelim PVC

sheet on other side using rubber adhesive on flush door

and solvent cement adhesive on the PVC liping etc.

complete as per direction of Engineer in charge,

manufacture’s specification and drawing.

46 Providing and fixing window having extruded aluminum 30.7 Sqmt

Colour Powder Coated section frame main outer size

horizontal two track member size 61.85 mm x 31.75 mm

x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size

with sliding shutters of horizontal member size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member

of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/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

47 Providing and fixing standared extruded of alluminium 2.2 Sqmt

section of size 63mm x 38.10mm x 1.2mm , @ Wt.

Kg/mt with colour Powder Coated alluminium frame for

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

48 External wall painting (two coats pf priming coat + two 821.2 Sqmt

coats of paint) with APEX exterior paint of Asian paints

or equivalent of required shade or equivalent including a

priming coat of primer of approved brand and

manufacture on wall & any other surfaces to give an even

shade after thoroughly brushing the surface & making the

surface free from mortar droppings and other foreign

matter and sand papered smooth incl. filling the all small

holes, cracks, open joints, undulations and similar other

minor defects of every kind with ready made putty of

approved brand and manufacture and rubbed smooth

with sand paper incl. nece. scaffoldings etc. complete at

BIDDER’S SIGNATURE Executive Engineer,

all floor levels.

49 Applying Internal wall painting three coats (two coats of 1372.7 Sqmt

birla or asian acrylic lapy (putty) + two coats of paint)

with plastic emulsion paint of approved brand and

manufacture on wall surface, ceiling & any other surface

to give an even shade with applying two coat ready made

putty of approved quality including thoroughly brushing

the surface & making the surface free from mortar

droppings and other foreign matter and sand papered

smooth incl. filling the all small holes, cracks, open

joints, undulations and similar other minor defects of

every kind with ready made putty of approved brand and

manufacture and rubbed smooth with sand paper incl.

nece. scaffoldings etc. complete at all floor levels.

50 Prov. & fixing in rolling shutter of approved make of 54.0 Sqmt

80mm wide MS lath inter locked together through their

entire length and joined together at the ends by end locks

mounted on specially designed pipe shaft with bracket

plates, guide channels and arrangements for inside and

outside locking with push-pull operation including the

cost of hood cover and spring etc of any width of shutter

complete at all level with shutters having width 3.5 mt

51 Providing and fixing M.S. pipe railing 90 cms. height and 29.0 Rmt.

40mm dia. heavy M.S.Round Pipe at top and 25 x 25 x

3.2 mm square vertical balusters 2 Nos. on each step with

25 x 4 mm - 2 Nos of M.S. flats cross tie as per detailed

design drawing including all materials, labour & welding,

fixing, one coat of primer and two coats of oil paint

charges etc. complete at all levels.

52 Steel work, welded in built sections frame work using 767.3 Kg.

hollow box, round/sqare bar, angle, flate etc. as required

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint and two coats of

oil paint of approved brand and shed etc completed as

disrected by engineer in charge.

53 Providing and fixing five courses water profing treatment 335.7 Sqmt

with bitumen felt consisting of second and fourth course

of blown / bitumen or/ and residual bitumen applied hot

at 1.2 kg.per Sq.M.of area for each course and first

course with fibre base bitunen saturated under lay type

land third course with fibre base self finished felt type

grade 1 and fifth and final course of stone grit 6mm and

down size or pea sizes gravel spread at 0.008 Cu. Metre /

Sq. metre including preparation of surface excluding

grading complete.

BIDDER’S SIGNATURE Executive Engineer,

54 Providing and laying broken chine mosaic flooring 335.7 Sqmt

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 creme out

upto surface using white cement including rounding off

junctions and extending them upto 15 cm along the

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

55 SANITARY ITEMS Providing and fixing wall hung 4.0 Nos.

water closet Squatting (European type WC Pan )

vitreous china pattern-1 including integral vitreous china

100 mm size 'P' or 'S' trap including jointing the trap with

pan and soil pipe in cement mortar 1:1 ( 1 cement : 1 :1

find sand) including providing and fixing GI inlet

connection incl. P/F plastic seat & cover with C.P. brass

hinges, 12.50 litres. white virtuous china flushing tank

system and jet spray system with all required inlet and

outlet fittings and fixtures and rubber buffers etc., incl.

flexible pipe connections , with 15 mm dia. angle cock

as directed complete at all level

56 Prov. & fixing flat back urinal of approved quality incl. 2.0 Nos.

connecting the urinal, the urinal size 430 X 260 X

mm incl. PVC reducer fitted with 25mm dia PVC waste

pipes, 15mm dia CP appr. stop cock with PVC

connection pipe incl. making good to wall, floor etc. as

57 Providing and fixing washbasin with single hole for pillar 4.0 Nos.

tap with C.I. or M.S. brackets painted white including

sutting holes and making good the same but including

fittings.(A) Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour.Providing and

fixing C.P. brass waste, M.I. fisher union

(32mmdia),100mm sand cast iron grating for gully, floor

58 Providing and fixing Kitchen sink with C.I. or M.S. 1.0 Nos.

brackets, painted white including cutting holes in walls

and making good the same but excluding fittings. (C)

Vitreous China Sink.(i) 600mm x 450mm x 150mm

size.Providing and fixing C.P. brass waste, M.I. fisher

union (32mmdia),100mm sand cast iron grating for gully,

floor or Nahni trap.

59 P/F PVC SWR nahni trap of the following nominal 4.0 Nos.

diameter of self cleaning design with CI screwed down or

hinged grating incl. cost of cutting & making good the

walls and floors 100mm inlet and 50mm outlet etc.

complete at all level

60 P/F S.W. gully trap with C.I. grating brick masonry 4.0 Nos.

chamber & water tight CI cover with frame of

300mmx300mm size (inside) with standard weight

square mouth traps 150mm x 100mm size P & R type

etc. complete at all level.

61 Providing, laying and jointing in true line and level 715.0 Rmt.

UPVC pipe (SCH-40) including fittings make Prince /

Supreme / Astral / Finolex or equivalent as approved by

BIDDER’S SIGNATURE Executive Engineer,

EIC. Pipe shall be fixed on the wall, ceiling with help of

the clamp at every 2 mt c/c or shall be concelled as

directed including necessary fittings etc. including testing

of pipe and joints and fixing the same with adhesive

solvent including cost of all materials.

62 Providing, laying and jointing in true line and level 50.0 Rmt.

UPVC pipe (SCH-40) including fittings make Prince /

Supreme / Astral / Finolex or equivalent as approved by

EIC. Pipe shall be fixed on the wall, ceiling with help of

the clamp at every 2 mt c/c or shall be concelled as

directed including necessary fittings etc. including testing

of pipe and joints and fixing the same with adhesive

solvent including cost of all materials.

63 Providing, laying and jointing in true line and level 50.0 Rmt.

UPVC pipe (SCH-40) including fittings make Prince /

Supreme / Astral / Finolex or equivalent as approved by

EIC. Pipe shall be fixed on the wall, ceiling with help of

the clamp at every 2 mt c/c or shall be concelled as

directed including necessary fittings etc. including testing

of pipe and joints and fixing the same with adhesive

solvent including cost of all materials.

64 Providing & laying Concealed P.V.C. pipelines of 80.0 Rmt.

following dia of Finolex (ISI) brand (10 kg / cm2)

including necessary bends, joints, hinged clamps,

inspective plugs leads joints, with necessary taste etc.

complete as specified at all levels.

65 Providing & laying Concealed P.V.C. pipelines of 26.0 Rmt.

following dia of Finolex (ISI) brand (10 kg / cm2)

including necessary bends, joints, hinged clamps,

inspective plugs leads joints, with necessary taste etc.

complete as specified at all levels.

66 Providing & laying Concealed P.V.C. pipelines of 32.0 Rmt.

following dia of Finolex (ISI) brand (10 kg / cm2)

including necessary bends, joints, hinged clamps,

inspective plugs leads joints, with necessary taste etc.

complete as specified at all levels.

67 Prov. & fixing on wall Concealed PVC rain water pipes 46.0 Rmt.

of 10.0 Kg.F/Cm2110 mm dia incl. bend, Tee etc. incl.

jointing materials incl. fixing with necessary clamps to

walls etc. as directed at all level.

68 Providing and fixing screw down bib taps of following 8.0 Nos.

size.(A) Brass screw down bib tap polished bright. (i)

69 P/F cowl for vent pipe 100mm dia with cement joints & 4.0 Nos.

making water tights joints etc. complete.

BIDDER’S SIGNATURE Executive Engineer,

70 Constructing brick masonry chamber for underground 3.0 Nos.

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be

not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

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

size) foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete

etc. complete.(i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

71 Providing sock pit of 5.00 Cu.M. Volume including 2.0 Nos.

excavating and filling brickbats with dry masonry work

at top for 45cm. height including covering the top with

stone including providing vatas in C.M. 1:3 with

finishing curing etc. complete as directed.

72 Providing and fixing CI manhole cover 0.60 X 0.45 cm 2.0 Nos.

size having weight not less than 35 kg.

73 Providing, erecting and fixing double coated Syntex or 2000.0 Ltr.

equivalent PVC (ISI ) mark water tank of required

capacity each with all necessary fitting and connection

etc complete on terrace.

74 Part-C (Drain, Retaining Wall & Cable Trench 9010.46 Cum.

)Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff with all lead and lift (B)

Dense or Hard soil

75 Providing and laying cement concrete 1:2:4 (1- Cement : 1063.77 Cum.

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth.

76 Providing and Casting in situ controlled Cement 3718.75 Cum.

Concrete M-300 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating, ramming

and curing complete. (more than 10 ton)

77 Providing and casting in situ controlled cement concrete 6589.05 Cum.

M-300 for R.C.C. return as per drawings including

centering shuttering, scaffolding where necessary, laying

vibrating, curing and finishing complete.(A) Height from

0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return

(more than 10 ton)

78 Providing and casting in situ controlled cement 103.87 Cum.

concrete M-300 for R.C.C. solid slab including centering,

scaffolding curing and finishing complete. (more than

79 Providing TMT Bar FE 500D reinforcement for R.C.C. 313.44 Tonne

work including bending, binding and placing in position

complete upto floor two level.

80 Providing and fixing C.I. Manhole cover 0.60 M. x 14.00 Nos.

0.45M. size having weight not less than 35Kg.

BIDDER’S SIGNATURE Executive Engineer,

81 Brick work using common burnt clay building bricks 380.42 Cumt.

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

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

6 -fine sand)(B) Conventional.

82 Providing 15mm thick cement plaster in single coat on 3688.42 Sqmt.

Rough (Similar)side of single or half brick walls for

interior plastering upto floor two level and finished even

and smooth in (ii) Cement mortar 1:4 (1-cement :4-

83 Applying two coats of putty & two coats of primer of 3688.42 Sqmt.

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.

84 Part-D (Laying of Water Supply Line ) Providing and 768.00 Rmt.

supplying D.I. Pipe for K-9 600mm dia. with internal

cement mortar lining including all taxes, insurance,

transportation, freight charge, octral, inspection charge,

loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS 8329-2000)

85 Manufacturing, supply & Delivery of Ductile Iron Flange 1289.24 Kg.

socket spigot bends, tees, reducers or any other specials

as per BS-EN-545/1995 Class-A series K12 suitable for

use with D.I. Pipes manufactured as per IS:8329/1994

delivery of specials is to be made to GWSSB store or site

of works any where in Gujarat including all taxes,

loading, unloading, carting, stacking, insurance,

inspection charges, octroi etc, complete with external

bitumen & Zinc coating & internal cement mortar lining.

86 Lowering, laying and jointing C.I. S & S Spun pipes 768.00 Rmt.

suitable for tyton joints / Mortar lined D.I. pipes of

various classes with Di specials of 600mm diameters in

proper position, grade and alignment as directed by

engineer-in-charge including hydraulic testing etc.

87 Providing and casting in situ mass cement concrete in 190.08 Cum.

grade M-10 (approx. corresp. To prop. 1:3:6) using

granite, quartzite, trap m,etal of size 12 mm to 25 mm

incl. consolidation, curing, etc.

88 Providing and casting in situ C.C. in grade M20 121.50 Cum.

(proportions as per mix design or as per table 9 of IS456

2000 in masses by weight batching) using granite,

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

including scaffolding cantering, formwork, needle

vibrated consolidation, curing complete up to 6 mt depth

or height with cantering and shuttering / deshuttering etc.

complete for structure other than water retaining.

89 Part- E ( Gazebo 01 & 02 ) The construction of two 88.75 Sq.mt.

Gazebos, measuring 7 mt and 8 mt diameter respectively,

shall be executed strictly in accordance with the

approved drawings and technical specifications at the

Intake Well site in Vapi Notified Area. The scope of

work includes earthwork excavation in dense or hard soil

BIDDER’S SIGNATURE Executive Engineer,

for foundations up to a depth of 3.0 meters, followed by

the filling of excavated earth and selected murrum in

20cm layers for the foundation and plinth. The

substructure comprises providing and laying PCC 1:3:6

for foundation and floor concrete, along with second-

class brick masonry in CM 1:6. The structural core is

built using M-250 grade controlled cement concrete for

RCC columns and plinth beams, reinforced with TMT

Bar FE 500D. The roofing system consists of welded

steel work in built-up sections for beams, rafters, and

purlins, topped with 0.80 mm thick corrugated G.I.

sheets. Architectural finishes include 25mm thick

polished Kota stone slab flooring laid on cement mortar,

and 90 cm high M.S. pipe railings featuring 40mm

diameter heavy pipes and square vertical balusters,

completed with a primer and two coats of oil paint. This

item is inclusive of all labor, materials, and equipment,

and has been modified as per the instructions provided by

the Engineer-in-Charge (EIC).

90 Part- F ( Electrification Work )Point wiring for Light /

Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires up to 10 mtr length

in below type of pipe erected with 6A Modular type

switch / bell push & accessories and earth continuity of

following type, erected on PVC / Metallic/Wooden box, 45 Pt.

single mounting base frame covered with

textured/metallic/white front plate modules erected on /

in wall / ceiling as per pipe erected, with necessary Lamp

holder/ceiling rose / H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete cat III

91 Point wiring for Tissino / Modular secondary light

point with 2-1.5 sq.mm & earth wire of 1.5 sq.mm

(green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires, in below type of

pipe to be erected complete with earth continuity

and necessary connection with primary light with

accessories erected on Metal / PVC / wooden box

covered with 3 mm thick PC(Polycarbonate) / 15 Pt.

Acrylic sheet for open / concealed wiring. with

necessary Lamp holder / ceiling rose / H.D.Connector

Note:- Maximum up to 6 mtrs length, excess will be

considered as Mains for Secondary Point.

(f) with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete cat III

92 Point wiring for FAN with 2-1.5 sq.mm & earth wire of

1.5 sq.mm (Green) both are of .ISI marked 1.1 KV

Grade FRLS PVC insulated multi strand copper wires 5 Pt.

up to 10 mtr length, in below type of pipe erected

with 6A Modular type switch and hum free EME step

BIDDER’S SIGNATURE Executive Engineer,

type electronic fan regulator mounted and

accessories with earth continuity of following type

erected on PVC / Metallic/Wooden box, single mounting

base frame covered with

textured/metallic/white front plate modules erected on

/ in wall / ceiling as per pipe erected. with

necessary ceiling rose / H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete cat III

93 Point wiring for Individual Plug with & earth wire of

sq.mm (Green) both are of ISI marked 1.1 KV grade

FRLS PVC insulated multi strand copper wires up to

mtr length, in below type of pipe erected complete with

Modular type switch & 5 pin Plug erected on PVC /

Metallic/Wooden box covered with appropriate front

plate modules erected on / in wall / ceiling as per pipe

erected with following type of accessories [II] For 16A

Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire

from mcb db board.

(f) with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete cat III

94 Point wiring for Individual Plug with & earth wire of

1.5 sq.mm (Green) both are of ISI marked 1.1 KV

grade FRLS PVC insulated multi strand copper wires

up to 10 mtr length, in below type of pipe erected

complete with Modular type switch & 5 pin Plug

erected on PVC / Metallic/Wooden box covered

with appropriate front plate modules erected on /

in wall / ceiling as per pipe erected with following type

of accessories. [I] For 6A Plug and 6 a switch with 2-1.5

sq.mm Cu. Wire from nearby switchboard/mcb db board

(f) with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete

95 Point wiring for on board Looped Plug with 6A Modular

type switch & 5 pin socket erected on PVC /

Metallic/Wooden box, single mounting base frame

covered with textured / metallic/white front plate

modules erected on / in wall / ceiling with following

type accessories Cat. III

96 Providing & erecting Switch board for Computer or

electric apparatus consisting of following modular

type accessories mounted with PVC / Metallic

concealed/open box with single mounting base

frame covered with textured/metallic /white front

plate,modules erected with necessary connections as 2 Ea

1 no. 6A/16A universal plug-switch combined. 3 nos.

3 nos. 6A 5 pin Plug

For Modular Type Accessories Cat. III

97 Providing following type of Modular Type

Accessories mounted with PVC / metallic/Wooden 2 Ea

box, single mounting base frame covered with

BIDDER’S SIGNATURE Executive Engineer,

textured / metallic/white front plate , modules

erected with necessary connections as per site

situation directed by Engineer In charge.(8) Computer

RJ-45 socket Cat.III

98 Supplying & erecting approved make LAN cable of

following size in existing pipe as per direction [C] CAT - 100 Mtr.

99 Providing following type of Modular Type

Accessories mounted with PVC / metallic/Wooden

box, single mounting base frame covered with

textured / metallic/white front plate , modules

erected with necessary connections as per site

situation directed by Engineer In charge.

(3) Two Pin/RJ-11 Telephone Socket

[A] For One Gang Cat.III

100 Supplying & erecting approved make Telephone

Cable electrolytic copper conductor PE insulation

twisted in two pairs, & wrapped with FRLS PVC

tape & sheathed with FRLS PVC or HFFR outer

Jacket suitable for telephone wiring & confirming to C-

DOT erected in existing pipe. of following size of 20 Mtr.

conductors & nos.of pairs. With necessary

[A] Conductor Size 0.5 mm

101 Providing and erecting Mains with 1.1 KV grade

FRLS PVC insulated ISI marked stranded Copper

conductor wire in following type of pipe to be

erected concealed in /flushed on wall/ceiling, with

1.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity of

following size.

(A) With medium class Rigid PVC pipe and

(a) 2 wire 1.5 sq. mm

102 Providing and erecting Mains with 1.1 KV grade

FRLS PVC insulated ISI marked stranded Copper

conductor wire in following type of pipe to be

erected concealed in /flushed on wall/ceiling, with

1.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity of

following size.

(A) With medium class Rigid PVC pipe and

(b) 2 wire 2.5 sq. mm

103 Providing and erecting ISI mark Medium class

RIGID PVC PIPES of following size complete to be

erected on/in wall or ceiling erected with necessary PVC

fittings & Junction boxes fixed with adhesive solution 60 Mtr.

& Clamps with following dia of pipes, in

approved manner as directed

BIDDER’S SIGNATURE Executive Engineer,

104 Providing & erecting PVC Corrugated Flexible

Conduit with required nos. of coupling, PVC

bushes, Check-nuts etc. complete of following

sizes.(2) 25 mm

105 Providing and erecting Sheet Steel powder coated

MCB distribution board - flush / surface mounted fitted

with busbar, neutral link, earth bar and DIN rail,

Conforms to IS 8623-1 & 3, IEC 61439-1 &

without MCB to house appropriate nos. of

MCBs.(The DBs should be used of same company of

MCB to be used)

(A) single phase incoming and horizontal single phase

(b) sheet steel double door

106 providing and erecting Miniature circuit breaker single

pole 6A to 25A suitable to operate on240 V A.C.

system and having breaking capacity 10 KA to be 10 Ea

erected in existing box. confirming to IS 8828/1996

with ISI Mark Cat.III

107 Providing & erecting 240 V MCB double pole

switch for lighting Load (B Curve) having 10 KA

breaking capacity & confirms to IS : 8828 in 1 Ea.

existing box having following capacity

(B) 40 Amp. Cat-III

108 providing and erecting Approved make RCCBs

conforming to IS: 12640 and having sensitivity of

mA and Short Circuit withstand capacity of 10 KA

and suitable for operation on single phase

V,50Hz. having characteristic of quick action & 1 Ea

tripping with all advance feature & do not incorporate

any electronic component. for following Max. rating

erected as directed

(ii) 40Amps. DP Cat. III

109 Providing and erecting Approved make Four pole

moulded case circuit breaker having breaking

capacity ICU of 25 KA. at 415 V,having normal

current rating up to 25 A to 100A. with Fixed

thermal & magnetic release suitable to work on A.C.

supply 50 c/s. with all internal connections, spreader

tinned copper & complete erected in existing 16 G.M.S.

110 Supplying and erecting, commissioning and testing 1. Ea

diesel generating set having continuous rating,

phase, 415 volts, 50 cycles A.C. supply comprising of a

totally enclosed air/water cooled diesel engine with

multi-cylinders developing suitable BHP not less than

following capacity at 1500 RPM with 10% overload

for one hour in 24 hours with standard accessories

like fly wheel, lubricating oil cooler, "A" class

governor, heavy duty fuel wheel and lubricating oil

BIDDER’S SIGNATURE Executive Engineer,

filter, oil bath air filler, lubricating oil pressure gauge,

end exhaust manifold, standard set of tools with

adjustable spanners, screw drivers, feeder gauge,

cylinder head to cover, joint cylinder head to exhaust,

element lube oil filter, 12/24 volts electric starting

equipment complete with standard battery, dynamo,

cut-outs, ammeter, necessary wiring, pressure gauge,

starter etc and heavy duty Residential type exhaust

silencer and vertical hot air duct both logged with

asbestos rope, save oil trays, exhaust piping of

required length, standard wall/floor mounted fuel

with level indicator and piping and drip proof

alternator, self excited, self regulated, screen

protected, with excitation system, capable of

delivering the rated system output at 415 volts,

phase, 0.8 PF, 50 Hz, 4 wire, running at 1500 RPM,

conforming to IS-4722- 1968 with voltage regulation

+/- 5% of rated voltage from no load to full load. Both

the engine and alternator fitted on a common

fabricated steel base plate with antivibration

mounting engine and alternator both connected to

each other by flexible flange coupling and with

floor/wall mounted control panel box comprising of

voltmeter ammeter, selector switches, ACB / MCCB /

MCB of adequate capacity, indicator lamps duly wired

with HRC fuses. The alternator & control panel shall

be connected with provided suitable capacity

armoured cable and complete with Acoustic enclosure

(canopy) made out of 16 SWG CRCA Sheet, sound

absorbing material Rockwool of 64 density & 100 mm

thick conforming to IS:8183 / PU Foam of 40 Density -

at least 40 mm. The resin bonded rockwool covered

from inside the canopy by perforated sheet with 3/4

mm holes, sound level not more than 75 dB at a

distance of 1 mtr, as per PVCT norms. Erection,

commissioning and satisfactory testing as per

requirement with first filling of fuel, oil, etc. with

guarantee / Warrantee of complete system for Two

years. & with obtaining all necessary certificate from

Electrical Inspector. The Capacity and Ratings of DG

sets are as below.

(E) Continuous Rating of 30 KVA ,BHP not less than

111 Providing & erecting approved make AMF 1 Ea

control panel suitable for following size of

phase, 415 V., 50 cycles, A.C. diesel

generating set complete of scope as detailed below:

1) Power module: A pair of

electromechanically interlocked contactors (for

mains & generator) Overload relay for

generator contactor Neutral contactor for mains and

generator Power socket for connections.

BIDDER’S SIGNATURE Executive Engineer,

2) Control and metering module: Line voltage

monitor. Generator voltage monitor Ammeter 3 items

attempt start facility. Air circuit

breakers/MCB/MCCB of suitable rating for

auto/manual operation. Auto/manual switch.

Emergency stop push buttons. Manual start push

button. frequency meter. Engine hour meter. Two

earthing studs.

3) Protection module: The engine shutdown in the

unlikely event of Low lube oil pressure High cylinder

head temperature. V belt failure.

4) Indicators with alarm Load on generator.

5) Indicators Load on mains Engine fails to start

Emergency stop battery charger. The AMF Panel of

following capacity

(A) AMF Control Panel for 50/62.5 KVA 3 phase DG

112 Providing and erecting metallic vitrified danger 10 Ea

notice board as per language suggested by

engineer incharge for MEDIUM VOLTAGE

installation to be erected as per IS-2551.

113 Providing following type of Modular Type 10 Ea

Accessories mounted with PVC / metallic/Wooden

box, single mounting base frame covered with

textured / metallic/white front plate , modules

erected with necessary connections as per site

situation directed by Engineer In charge.

(7) Blank Plate Single

114 Providing and erecting XLPE(IS:7098)(I)-88 ISI 120 Mtr

armoured cable multistrand Copper conductor for

1.1 KV. to be laid on wall with necessary clamps or in

existing trench / pipe at road crossing or floor of

following size of cable.

(D) 3 core 10 Sq. mm

115 Providing and erecting XLPE(IS:7098)(I)-88 ISI 1000 Mtr

armoured cable multistrand Aluminium conductor for

1.1 KV. to be laid on wall with necessary clamps or in

existing trench / pipe of following size of cables

(F) 3 1/2 core 120 Sq. mm ( 70 Sq. mm 1/2 core)

116 Providing and erecting XLPE(IS:7098)(I)-88 ISI 1300 Mtr

armoured cable multistrand Aluminium conductor for

1.1 KV. to be laid on wall with necessary clamps or in

existing trench / pipe of following size of cables

(H) 3 1/2 core 185 Sq. mm ( 95 Sq. mm 1/2 core)

117 Providing and erecting XLPE(IS:7098)(I)-88 ISI 2000 Mtr

armoured cable multistrand Aluminium conductor for

1.1 KV. to be laid on wall with necessary clamps or in

existing trench / pipe of following size of cables

(K) 3 1/2 core 400 Sq.mm ( 185 Sq. mm 1/2 core)

118 Providing and erecting XLPE (IS:7098)(I)-88 ISI 1200 Mtr

armoured cable multistrand Aluminium conductor for

1.1 KV. to be laid on wall with necessary clamps or in

BIDDER’S SIGNATURE Executive Engineer,

existing trench / pipe of following size of cables

(A) 4 core 16 Sq. mm

119 Providing and, fixing heavy duty flange type brass 2 Ea

cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails,

insulating tape etc for following size of cables.

(C) 2 to 4 core 10 Sq. mm

120 Providing and, fixing heavy duty flange type brass 12 Ea

cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails,

insulating tape etc for following size of cables.

(D) 2 to 4 core 16 Sq. mm

121 Providing and, fixing heavy duty flange type brass 2 Ea

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

(E) 3 & 1/2 core 120 Sq. mm

122 Providing and, fixing heavy duty flange type brass 12 Ea

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

(G) 3 & 1/2 core 185 Sq. mm

123 Providing and, fixing heavy duty flange type brass 12 Ea

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

(J) 3 & 1/2 core 400 Sq. mm

124 Solder less crimping type Copper lugs conforming to 6 Ea

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.

125 Solder less crimping type Aluminium lugs conforming 48 Ea

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.

126 Solder less crimping type Aluminium lugs conforming 8 Ea

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.

127 Solder less crimping type Aluminium lugs conforming 48 Ea

to IS suitable for cable of following size evenly

crimped with high pressure tool & connected to

switchgear terminals with brass/cadmium plated nut

BIDDER’S SIGNATURE Executive Engineer,

bolts in an approved manner.

128 Solder less crimping type Aluminium lugs conforming 48 Ea

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.

129 Supplying & erecting earth pit of minimum bore 52 Ea

dia.150mm size approved make Earthing

Electrode consisting Pipe-in-Pipe Technology as per

IS 3043-1987 made of corrosion free hot dipped

G.I.Pipes having Outer pipe dia of 50mm having

80-200 Micron galvanising, Inner pipe dia of

mm having 200-250 Micron galvanising,

connection terminal dia of 12mm with constant

ohmic value surrounded by highly conductive

compound with high charge dissipation

suitable for following type of applications with

chamber and heavy duty cover. (A)(approved

make OEM has to submit test certificate including

value of earth resistance of installation duly

stamped and signed by agency and officer

Incharge has to ensure the value of earthing

resistane mentioned in test Certificate) & having

back filling compound of (B) Inner chemical (CCM

Compound)- Resistivity:- 0.2 ohm / meter testing

as per IEC 62561-2017, Voltage drop:-

< 1 volt at no load & dry form, Sulphar content:-

<2%(C) Back fill Compound :- Earthing

compound should be capable to retain moisture for

long time Necessary test report must be submitted

(c) For Electrical Installation covering

Transformer Neutrals, Lightning arrester

Earthing, A.C.Plant & Sensitive Computer

System(like Automation, SCADA) i.e

independent Earthing in normal soil.

Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

130 Providing and erecting required size Copper strip

for earthing of H.T. OCB / ACB/

Transformer, LT panel board, Motors etc. using

131 Providing and erecting required size HOT deep

Galvanised iron strip for earthing of H.T. , OCB/

ACB/ Transformer LT panel board, Motors etc. using

132 Providing and erecting Annealed bare Copper wire

133 Providing & erecting Approved make Power

Saving 50 Watt Ceiling Fan with double ball

BIDDER’S SIGNATURE Executive Engineer,

bearing ISI mark 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))

134 Supplying and erecting 19 / 20 mm. nominal

bore Medium Class M.S. Pipe down rod

erected duly painted for fan complete with

proper insulation without leakage and earthing.

135 Supplying & erecting fan hook box of 10 mm

M.S. round bar bounded to the RCC bars up to 50mm

length each side and pierced through a

16 Gauge M.S. box / Heavy Duty PVC box complete

erected concealed in Ceiling with necessary

136 Providing 2.5mm.thick laminated acrylic sheet

to cover the fan hook or Fan box.

137 Supplying & erecting approved make low noise

decorative exhaust fan having square frame ABS

body with inbuilt lowers & square frame.

200mm with 1350RPM Cat.II

138 Providing recess in wall or window frame

suitable for erection of Exhaust fan complete with

plastering and colour washing to match the colour of

the wall or window complete with expanded metal

in order to render the fitting in accessible and the

room water-proof.

139 Supplying and erecting 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 0.95, THD < 15%, CCT 3000 K to

6500K, Luminaire efficacy> 85 lumens/watt ,LED LED 15 Ea

driver efficiency > 85 % ( fitting required

LM-79 & LM-80 Certificates)(NOTE: Below

description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges

(A) Tube Light with integral driver

(iii) 18-20 Watts, Surge - 2KV,IP-20, conventional

140 Supplying and erecting led lamps with following

wattage capacity of 220 to 240 voltage,

minimum 15000 burning hours life, 500 V in built-

surge protection,Polycarbonate diffuser, mounting

suitable for E14 / E27 / B22 lamp holders, pf >=

BIDDER’S SIGNATURE Executive Engineer,

(A) LED Lamps integral type, with PC diffuser

suitable LAMP holder

(ii) 5 to 8 watts cat III

141 Supplying and erecting 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

pressure die cast powder coated and high

U.V. & corrosion resistance with diffuser housed

in aluminium casted body with company mark/name

160V to 270V,Power Factor more than 0.95, THD <

15 %, CCT 3000 K to 6500K, Luminaire efficacy>

lumens/watt , LED driver efficiency > 85 % ( fitting

required LM-79 & LM-80 Certificates)(NOTE:

Below description have shown ranges of

Wattage capacity of LED fittings.The Engineer

incharge may select any wattage capacity between

the ranges shown.)

(A) Square/ Circular shaped Surface/Recessed

Mount Downlight with provision for spring

loaded mounting clips complete.IP20

(iii) 16-20 watts, Surge-2 KV cat - III

142 LED Sign Board letter as per drawing including GIDC

Logo" with ACP background Supplying & erecting with

required angle iron/pipe suppports of one complete

signboard having 3.0 mm thick Alluminium Composite

Panel (ACP) fascia on the front side. 1.5" Sq. hollow

pipe structure frame with back side & surrounding 8"

cover up by 24/26 swg pre coated CRC sheet. All text 1 Sq. Mtr.

symbol made out-of Acrylic cover letters having 3.0"

embosed with LED modules & required power supply

& LEDs lighting & Acrylic Cover letters as per text &

symbol as directed by Engineer - In Charge. The size of

signboard be of 7 m x 0.9 m looking to the site area.

Make: As per approved by Engineer In charge.

143 Supply of approved make FRP Pole having following

specifications: FRP Light Pole made by CNC filament

winding machine using thermoset resin

polyester/epoxy resin system) having minimum 62%

glass content. The pole should be in one piece and

tapered round in shape, having smooth finish and

should be totally free from corrosion as well as non

conductive & shock proof Pole should be provided

with FRP Anchor Base and it should be heavy duty, or

MS Material duly painted with Epoxy paint. Pole

should be flame retardant as per IS 6746. Resin used

shall be UV resistance and pigmented. A highly

weather resistant polyurethane coating shall be

applied to the pole after applying suitable primer

system that ensures proper adhesion of the paint.

Minimum coating thickness shall be 80 to 100 micron.

BIDDER’S SIGNATURE Executive Engineer,

Deflection of the pole shall not exceed more than 10%

of the length of pole for the given load“ Pole should be

generally made as per the dimensional data,

performance criteria and some interchangeability

features of poles as per standard ANSI C 136.20 latest

version or ASTM D 4923/01 including cable

termination box with necessary accessories . The size

of pole and type of installation with foundation as per

manufacturer details and site requirement are as

(2) Suitable for base plate mounting Double arm

[G] Overall length of 8 Mtr. Average Thickness:

8mm, Top/ Bottom OD Dia A/F114/195 mm ±

2mm approx. approx. Weight of Pole 54 kg approx.

(Without Base) Anchor Base (Size 350X350 &

144 Supplying, erecting, testing, commissioning approved

make M.S. Polygonal High Mast Pole having

following general Specification.

(a) Polygonal Section fabricated from M.S. Plate

confirms BSEN 10025 & Hot deep galvanized

minimum 65/86 micron (as per IS 2629 /1985)

Lantern carriage with ring and rubber lines for

erection of luminaries of suitable site.

(b) Maximum telescopic section not more than four

(c) Double drum gear pipe motorized winch with 6mm

dia S.S. Rod (For 16 mtr and above size)

(d) Approved make L.E.D. aviation light = 1 No.

Lightening arrestor = 1 No. with necessary wiring of

2.5 sq.mm 5 core ISI copper cable Unarmoured.

(e) Bottom most section suitable for mounting

reversible motor and switchgears having door not

more than 1400mm x 300mm with waterproof gasket

& hinges & locking arrangement.

(f) Pole structure comprises suitable size of reversible

motor, cable and necessary switchgears with control

(g) bottom section shall have suitable size of thickness

supports ribs foundation bolts nuts etc.

(h) Item not comprises the cost of lanterns.

(i) Necessary Cement Concrete foundation as per IS

including testing & commissioning of the entire

structure for following size of High Mast poles

[1] High Mast 12 Mtr. TOP A/F 105 mm, BOTTOM

A/F 360mm, No. of Sec. No. - 1, Bottom Thickness -

3 mm, Size of Base Plate - Dia 520 mm x 20 mm

thick, Foundation Bolt Size M24 x 850 mm, Qty -

Nos., Suitable for mounting Fitting of Light - 6 Nos.

145 Providing 1:2:4 cement concrete foundation & 70 %

PCC from bottom including excavation for the pole of 40 Ea.

size 60 x 60 x 120 cm. Deep in below ground level

BIDDER’S SIGNATURE Executive Engineer,

with plinth of 45 cm x 45 cm(or 45 cm dia x 45 cm)

high upper ground level with necessary curing and

finishing in approved manner. ( for 7.5 & 8/8.5 mtr

146 Providing 1:2:4 cement concrete foundation & 70 %

PCC from bottom including excavation for the pole of

size 90 x 90 x 180 cm. Deep in below ground level

with plinth of 45 cm x 45 cm(or 45 cm dia x 45 cm) 4 Ea.

high upper level ground cement concrete with

necessary curing and finishing in approved manner

[above 11 mtr & above poles]

147 Providing FRP arm bracket of having 2 sets of

suitable SS304 hardware for fixing the brackets &

spread of 1.2 Mtr(Suitable for 89 to 114 mm pole top 40 Ea

(B) Double arm bracket

148 Supplying & erecting approved make SMC press

moulded composite FRP. loop-in, loop- out

approx. 2mm thick box complete with Bakelite

connector strip 5way(3P+N+E),DIN rail for mounting

mob & hinged doors as per requirement having

locking arrangements with mounting clamp with

nuts, bolts & washers suitable for erection on

pole with cable clamps& earth bolt of following size

(A) 300mm x 200mm x 100mm [deep]

149 Supplying and erecting LED street light / Flood light

fittings with High power White LEDs wattage of

3 Watt 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 toughened glass

with company mark/name engraved or embossed

160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 3000 K to 5700K,Uniformity ratio

>0.45, Luminaire efficacy> 100 lumens/watt .

LED driver efficiency > 85 %.( fittings 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

(A) Street Light (IP-65), Surge protection -4KV

integral and ,Light must have 440VAC line

supply with over-voltage protection.

(ii) above 48 to 60 Watts Cat-lll

150 Supplying and erecting LED street light / Flood light 24 Ea

fittings with High power White LEDs wattage of

3 Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free

BIDDER’S SIGNATURE Executive Engineer,

High pressure die cast aluminum housing with

smooth finish powder coated and heat sink

extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass

with company mark/name engraved or embossed

160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 3000 K to 5700K,Uniformity ratio

>0.45, Luminaire efficacy> 100 lumens/watt .

LED driver efficiency > 85 %.( fittings required

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

(B) Flood Light (IP-65), Surge protection -4KV

integral and ,Light must have 440VAC line supply

with over-voltage protection.

(vii) above 200 to 250 watts Cat-lll

151 Providing and fixing Terminal board of size 5.0 x

x 152.4 mm.bakelite sheet with suitable brass

studs with nuts, washers and clamps of size 44 Ea

25mm x 3mm suitable for pole painted with one coat

of red lead paint.

152 Supplying & erecting approved make Digital time

switch having lithium cell 6 years operative

and operate battery backup 1 channel day

clock with 14 memory programme, suitable to

operate on 240V + 5%, 16A with, floating contacts

Minimum switching setup time

1 minimum & LCD display. Also comprised

permanent ON/OFF switching. Programming

switches & housed in fire proof thermoplastic

enclosure & transparent cover erected as

required with necessary connection erected as

153 Supplying & erecting power contactor ,AC3

duty for time switch complete erected as per

direction Cat III

(B) 2 pole 250V 32 Amp.

154 Supplying & erecting approved make IP 55 grade

Company fabricated Timer Panel of following

capacity for switch On-Off street lights on time

scheduling basis made from 16G CRCA sheet duly

epoxy power painted inside and outside with hinged

doors and locking arrangement consisting of suitable

size of 4 Pole MCB and 4 pole contactor (cat-

III)with analog time switch, auto manual switch of

same make and suitable input and output Bakelite

terminals and with door earthing approved by

Engineer in charge.

BIDDER’S SIGNATURE Executive Engineer,

155 Supplying and erecting Flexible PVC insulated multi

strand multi core 1.1 kv grade ISI marked copper

wires of following size to be erected as directed.

(e) 1.50 Sq.mm 3 core round PVC sheathed

156 Supplying and erecting Flexible PVC insulated multi

strand multi core 1.1 kv grade ISI marked copper

wires of following size to be erected as directed.

(j) 4.00 Sq.mm 3 core round PVC sheathed

157 Supplying and erecting B class Galvanized iron pipe

having smooth finished bore of the pipe on both

ends erected nuts and bolts along the pole / wall

shaping the pipe as per site requirement. Pipe

dia as following.

158 Providing and erecting Pipe type earthing with

40 mm dia 2.5 mtr long 'B' grade G.I. pipe with

necessary coupling buch buried in specially

prepared earth pit & G.I. earth wire of 8 SWG 44 Ea

erected & connected as directed (For panel)

For using salt and charcoal / coke as required

for pipe type earthing.

159 Providing & laying approved make Double

walled corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same

material at required depth in existing trench for

laying of cable. below ground / road surface for

enclosing cable

(A)50 mm outer dia

160 Providing & erecting 240 V MCB double pole

switch for lighting Load (B Curve) having 10 KA

breaking capacity & confirms to IS : 8828 in 44 Ea

existing box having following capacity

(A) 6 to 32 Amp. Cat-III

161 Making trench in Hard Murrum / Tar Road of

suitable width of 90 cm or required depth for

laying any size of cable or locating the fault all over 1200 Mtr.

the run and back filling the same and making the

surface as normal ground.

162 Making trench in soft soil of suitable width of 90 cm

deep for laying cable or locating the fault all over

the run and back filling the same and making the

surface as normal ground.

163 Providing & laying. R.C.C. Hume pipe for cable to be

laid 90 cm. below ground across the road crossing or

on floor with necessary material in an approved 150 Mtr.

manner and making the ground as per original.

164 Supplying and erecting approved make GRP / FRP

Ladder type Cable Tray

Material – Corrosion Resistant Polyester Flame

Retardant U.V. Stabilized Resin System -

BIDDER’S SIGNATURE Executive Engineer,

Manufactured from Pultruded Sections - Polyester

Resin System, Glass Content : 55 – 60 % - Thickness-

Rung Sq. Hollow Tube 25mm x 25mm - Fixing of

Rung to Side Rail with Thermoplastic Pin & Epoxy

Adhesive, Assembly Single Stroke 3 Mtr. Length-

Rung Spacing – 300mm - Length of Tray: 3000mm-

Support Span – 2500mm, Deflection L/200 or <

10mm whichever is less - Specification Followed

NEMA FG1 1993- UV Resistant - Flame Retardant – IS

6746 - Appendix K/UL 94, Very Low Flammability -

Oxygen Index – Minimum 30% as per ASTM D

Flame Spread (Extent of Burning) – 20mm as per

Standard ASTM D 635 - Tensile Strength – 4000 –

8000 Kg/Cm2 as per Standard ASTM D 638 -

Flexural Strength – 2500 – 10000 Kg/Cm2 as per

Standard ASTM D 790- Izod Impact Strength –

Kg/Cm2 as per Standard ASTM D 256- Compressive

Strength – 2500 – 5000 Kg/Cm2 as per Standard

ASTM D 695- Barcol Hardness – 50 –

(C) Width 450 mm, Side Member “C” Section :

x 35 x 35mm with 4mm Thickness, Loading

75Kg./Mtr. With Concentrated Load 70Kg. at

center of the span

165 ESE LA _Sira-60 Supply of Sira ESE Lightening Air

with the below Technical Parameters :

1. Stainless Steel Material (304 L) - suitable for

2. ∆T = 60 Micro Seconds.

3. HIZAL Lab. Tested As Per NFC 17-102(2011)

4.Tested for 200KA Peak Impulse Current.

5. 1 Peak Avg. = 100KA.

6. Protection Radius - 43 Meter (Level Iv)

Make: Paratonax (Turkry / Europe)

2. Wall thickness 3.2 mm

3. Material : Hot Deep GI Pipe

4. Mast Length: 1 mtr

5. Base Plate Size : 240 x 240 x 3 mm, GI material

6. Heavy Duty Insulating Bush

166 Supply of 1250 KVA Outdoor type Compact

Substation consisting of Transformer,HT switchgear

and LT Switchgear and confirming to IEC-62227. a)

Transformer: 1250 KVA Copper wound 11KV /433 V 2 Ea.

DYn11, Dry Cast resin type Transformer with tapping

range +10 to -10% @ 2.5% ( with tolerance), class F

with surge restorers, Digital WTI, IS1171 as per b)

BIDDER’S SIGNATURE Executive Engineer,

HT Compartment: 11KV, 21kA for 3 Sec. gas insulated

VCB in SS tank in sheet enclosure having provision

for one no. direct connection of Incoming supply

cable upto 400sq mm and one no. VCB( Manually

charging & closing) in series with LBS between VCB

and Transformer, Self Powered Relay 3 O/C +1 E/F

Relay type CSPR-V5, mechanical ON/OFF indicator,

trip coil , Manual Close & Trip PB, live cable indicator,

mechanical interlocks, pad locking facility, SF6 gas

manometer, cable boots, 3 nos. CTs with Ratio -/1A,

Cl: 5P10, 2.5 VA for protection c) LV side

compartment : one no. ACB of 2000A, 50kA, 4Pole,

Microprocessor based release with arrangement for

bottom cable termination

(100% for phase & 50% for N, Current density - 1A/

sq mm) The enclosure should be of IK10 type.The

Enclosure shall construction shall be GI of thickness

at least 1.6/2mm.The enclosure shall be Powder

Coated. Each compartment will be provided with the

door and pad locking arrangement. The

Compartment illumination lamp with door operated

switch shall be provided for each compartment. The

Transformer compartment will have IP-34 ingress

protection, whereas the HT/LT compartment will

have IP-54 protection.The connection between HT

and Transformer shall be by XLPE aluminium cable

and between Transformer to LT switchgear shall be

appropriate rating Aluminium PVC sleeved Busbar

Add extra Rs 9000/- for integrated steel cubical panel

IP 54 to house upto 03 Nos additional outgoing

switchgears with proper rating busbar drop,supports

etc with arrangment for cable termination etc.(

Switchgears is not included in this)

Add extra Rs 16000/- for integrated steel cubical

panel IP 54 to house upto 06 Nos additional outgoing

switchgears with proper rating busbar drop,supports

etc with arrangment for cable termination etc.(

Switchgears is not included in this)

167 SITC of both side extensible, Indoor type HV

Switchgear panel confirming to IS-3427, IS-2516

(Part-I and II.sec.1 ) and IEC-60056 and IEC-62271-

100/200 for use on 3phase, 50 Hz, unearthed AC

supply system and having breaking/rupturing

capacity of 500 MVA (26.3 kA for 3sec) complete with

spring charged mechanism, ON-OFF mechanical push Set of

button, operation counters, Breaker TNC switch, Panel

Breaker L/R switch, necessary auxiliary switches,

closing coil, shunt trip, protection relays and

Indicators etc., complete.as directed by Engineer In

charge and to the satisfaction of engineer in charge.

The panel shall comprise of air insulated busbars

provided with heat shrinkable PVC sleeves. The VCB

BIDDER’S SIGNATURE Executive Engineer,

trolley shall comprise of three vacuum interrupters

with epoxy support insulators and self aligning finger

type isolating contacts and necessary mechanical

interlocks, safety shutters, isolating plugs. Enclosure

shall be openable from front as well as rear end. The

breaker shall be Manual cum motorised mechanism

with following accessories. (a) 96 x 96 mm square

flush mounting type Ammeter and Volt meter with

selector switches

(b) Multi function meter

(c) Double core, cast resin type current transfer

having ratio as per requirement, one core for

metering and one core for protection having required

class of accuracy.

(d) Instantaneous under voltage relay and

Temperature rise tripping Relay,

(e)Triple pole IDMTL two over current and one earth

fault relay with current setting range 50-200% and

(f)Electrical closing. coil and shunt trip coil operating

on 110 V DC. g) Auxiliary relay for anti pumping

(g)Auxiliary relay for anti pumping device.

(h)Three limb, drawout type, feeder connected, cast

resin insulated, 3-ph Potential trans Fonner having

ratio and burden as per requirement and CL

(i)Annunciator windows, common hooter/alarm bell

operating on 230 AC/110 V DC.

(j)Cable boxes suitable to terminate 3 core XLPE cable

of required size (As per design).

(k)230V AC to 110 V DC power pack for closing and

tripping circuit common.

(l)Breaker ON-OFF, Auto trip and spring charged

(m)Phase indicating and panel illumination lamps

with plug socket.

(n)Space heater with thermostat.

168 Providing, and erecting 11 KV Ring Main Unit (RMU)

incoming & 2 outgoing with RMU kit.

169 Providing and erecting cable end termination kit, heat

shrinkable Push on type Densons/ Raychem/

Elastimold make suitable for 11 KV XLPE cable 3core

95 & 120 Sq.mm (A) Outdoor type

170 Providing and erecting cable end termination kit, heat

shrinkable Push on type Densons/ Raychem/

Elastimold make suitable for 11 KV XLPE cable 3core

95 & 120 Sq.mm (B) Indoor type

171 Supply and Installation of 11kv (E) 3c × 185 sqmm

XLPE insulated aluminums armoured cable.

172 Supply & Laying of 110mm dia.HDPE pipe wIth

horizontal direction drilling and pulling of pipe.

BIDDER’S SIGNATURE Executive Engineer,

Supply and installation of 11 kv ht outdoor kit. 28 Nos.

174 Providing and fixing printed instruction chart both

in English and Gujarati and duly framed with front

glasses, for treatment of person suffering from Electric

shock with minimum 50" diagonally size.

175 Providing pair of rubber hand gloves suitable for

working on 11 KV/22 KV supply.

176 Supplying rubber matting of following thickness as

per IS:15652/IEC 61111 500 Sq mtr.

177 Supplying stand first AID box with antiseptic cream,

medicine for use on wounds due burn, crepe bandage,

gauge bandage, medicated ready to use bandage

(Band-aid) adhesive tape for medicinal user, Scissors,

anti-septic solution (Savlon or similar) etc. (All above

contents shall be of standard makes)

178 Supplying FIRE bucket round bottom of 9 litres

capacity made out of 24 gauge G.I. sheet with extra

handle at bottom duly painted white inside and Red 16 Ea

out side with FIRE mark, filled with dry-sand and kept

on existing stand provided or hung on wall hook.

179 Supplying and erecting floor mounting stand for

keeping four nos. of FIRE buckets comprising

mm in length, 900 mm height frame made out of

30mm X30 mm X 4 mm angle iron with cross supports 4 Ea

for legs, welded with 4 hooks and duly painted with

one coat of red lead and two coats of approved

enamelled silver paint.

180 Supplying & erecting D.C.P. type fire extinguisher for

following capacity cartridge type with gun metal cap

150 gram CO2 gas cartridge, powder and brackets

confirming to IS 2171 1985 and complete erected with 10 Ea

necessary clamps made from 50 x 6 mm M S Flat with

nuts and bolts grouted in wall complete.

[A] For 5 Kg Capacity

181 Shifting & Commissioning of the existing HT SUB-

182 Shifting & Commissioning of the existing Main LT

Panel & Pump Panel. 2 Job

183 SCADA operation for all Pumps.

184 DGVCL Liosning Charge.

185 DGVCL Supervision Charge.

Note: The Unit rates specified for various items to be executed as per Schedule – B attached with the Price

Bid are excluding GST but inclusive of all labors, materials, testing charges, Labour Cess & Other taxes,

BIDDER’S SIGNATURE Executive Engineer,

equipment’s, all incidental charges involving in the work and as specified in the Mode of measurement &

payment of detailed specifications of items incl. all taxes, royalty, octroi, transportation cost etc. all as

applicable presently as to be enforced for future by any / all including Central/State Government & Statutory

bodies from time to time.

I / We agree to carry out the above work at Rs. ________________________________________(In

I / We have read the Condition mentioned in this tender and agree to abide

BIDDER’S SIGNATURE Executive Engineer

BIDDER’S SIGNATURE Executive Engineer,