Providing & Laying Incoming Gravity line, Construction of Storm Water Pumping Stations (Civil, Electrical and Mechanical Work), Rising Main and LT Room Near APJ Abddul Kalam Hall in FP-170, TP-83in Maktampura Ward including O&M work for 2 years in South West Zone of AMC Area

(5) Date of e-Tender (Technical Bid) Opening : Dt. 30-05-2026 at 17.00 Hr.

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

AHMEDABAD MUNICIPAL CORPORATION

BILL OF QUANTITIES

A. General I nstruction for the BOQ

1. The Bill of Quantities shall be reading conjunction with the Instruction to Bidders,

Conditions of Contract, Technical Specifications.

2. The bidder is advised to visit and examine the Site of Works and its surroundings and

obtain for itself on its own responsibility all information that may be necessary for

preparing the bid and entering into a contract for construction of the Works. The costs

of visiting the Site shall be at the bidders own expense. No claim in future for

unknown with the site by the bidder shall be granted in any case.

3. The quantities given in the Bill of Quantities are estimated and provisional and are

given to provide a common basis for bidding. The basis of payment will be the actual

quantities of work ordered and carried out, as measured by the Contractor and verified

by the Engineer and valued at the rates and prices bid in the priced Bill of Quantities,

where applicable, and otherwise at such rates and prices as the Engineer may fix

within the terms of the Contract. Contractor shall not raise any claim for too less

or too more quantities executed by him. Quantity may vary with respect to BOQ

as well as place of work also may change cited in the tender.

4. The rates and prices Bid in the priced Bill of Quantities, except in so far as it is

otherwise, provided under the Contract, include all constructional plant, labour,

supervisions, materials, all temporary works and false works, erection, maintenance,

establishment and overhead charges, profit, any taxation and levies, octroi and other

charges together with all general risks, liabilities and obligations set out or implied in

the Contract and including remedy of any defects during the Defects Liability Period.

5. The stipulated rates in BOQ are entirely in India Rupee Currency.

6. Rates shall be entered both in figures and words against total amount of Bill of

6. Rates shall be entered both in figures and words against total amount of Bill of

Quantities. However, Items (for which rate has been provided) against which no

quantity is entered will be paid for by the Employer on actual measurement onsite

7. The whole cost of complying with the provisions of the Contract shall be deemed to

have been included in the items provided in the priced Bill of Quantities.

8. General directions and descriptions of work and materials are not necessarily repeated

or summarized in the Bill of Quantities. Reference to the relevant sections of the

contract documentation shall be made before quoting the bid against each item in the

Bill of Quantities.

9. The method of measurement of completed work for payment shall be in accordance

with the requirement as stated in the individual sections of the Technical

Specifications.

10. Contractor shall credit the material dismantled during the work in progress in AMC

store suggested by Engineer in charge of the work.

11. AMC reserves the right to decrease the scope of work or to incase of any condition.

AMC may start it after approval of competent authority.

12. After getting work order from AMC contractor shall provide following.

(i) 2 Nos Laptops (Make –Latest version- DELL / HP/ Toshiba)

(ii) One Air conditioner 1.5 Ton

13. After completion of work contractor shall provide following to AMC..

(i) 5 Nos Tables of size 2.5 feet x 4.00 feet (Godrej make)

(ii) 10 Nos. Chair ( Cello / Neelkamal make)

(iii) 2 Nos. Steel Cupboard (Godrej Make)

(iv) 5 Nos. Revolving Office chair (Godrej make)

Detailed technical specification for all the Items above shall be relevant to PWD manual

general material specification there in during the construction period of the contract.

Contractor should adhere to the specifications and same shall be considered as the tender

Incase of any discrepancy the decision of engineer in-charge shall be considered as final.

In case of any dispute the decision of City Engineer shall be considered as final.

Seal and Signature of the Bidder Additional City Engineer

(South West Zone)

Date: Ahmedabad Municipal Corporation

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 3,49,868/-

Date of Opening of Tender :

Name of Work : Providing & Laying Incoming Gravity line, Construction of Storm Water Pumping Stations (Civil, Electrical and Mechanical Work),

Rising Main and LT Room Near APJ Abddul Kalam Hall in FP-170, TP-83in Maktampura Ward including O&M work for 2 years in

South West Zone of AMC Area

Quoted Price in Rs. 3,49,86,708/-

I / We am / are willing to carry out work at _____________________ % above / below* percent (should be written in figures and

words) of the estimated cost, as mentioned above. Amount of my / our tender works out for Rs. ________________ (in figures)

Note : * Please strike out above or below, whichever is not applicable.

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :

Tendered Cost For

Providing & Laying Incoming Gravity line, Construction of Storm Water Pumping

Stations (Civil, Electrical and Mechanical Work), Rising Main and LT Room Near APJ

Abddul Kalam Hall in FP-170, TP-83in Maktampura Ward including O&M work for

years in South West Zone of AMC Area

Sr. No. Component Amount (Rs.)

1 Providing & Laying Storm Network around Falaknuma SWPS

2 Construction at SWPS

(b) Construction of LT Room

(c) Mechanical work

(d) Electrical work

(e) Instrumentation work

(f) Office Furniture, Tools & Test Equipment

3 Providing and Laying 450 mm dia. DI-k9 Rising main from

Proposed SWPS to Existing 2000 MM dia. Storm Trunkmain

Capital Cost ( Total of A)

(B) O& M work ( 2 years)

Total Cost (A+B )

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :

SCHEDULES OF QUANTITIES AND RATES FOR

Providing & Laying Storm Water Network Around Falaknuma SWPS

Item Description Qty Rate Unit Amount

1 Excavation for pipe line trenches etc. for all with shoring and

strutting if required as per required gradient and line including

safety provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc. complete for

all lifts and strata as specified. In all sort of soils and soft murrum

2 Extra rate over item of excavation of earth if excavation is to be 245.00 18.04 3

done in wet condition without resorting to pumping out incl. of

bailing out of water.

3 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading. RCC pipe of following class with Socket and

spigot joints as per IS 458 -2021 including EPDM Rubber ring as

per IS 5382-1985 etc. comp. As Directed by Engineering in

RCC NP3 Pipe with OPC Cement

300 mm dia. for Curb inlet 120.00 747.00 Rmt.

600 mm dia. Pipe 300.00 1909.00 Rmt.

900 mm dia. Pipe 40.00 3537.00 Rmt.

4 Lowering, laying and jointing R. C. C. pipes of following

diameters in proper position, grade and alignment at all level as

directed by Engineer-in-charge including conveyance from stores

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

R.C.C. PIPES (At any Depth)

300 mm dia. Pipe 120.00 119.00 Rmt.

600 mm dia. Pipe 300.00 228.00 Rmt.

900 mm dia. Pipe 40.00 340.00 Rmt.

5 Providing & Constructing Precast RCC Manhole in RCC M-40

grade Controlled concrete as per drawing, in OPC including

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

500, PVC Foot steps, Providing & fixing FRC Manhole frame &

cover complete etc.

For 600 dia. Pipe (upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth 6.00 38936.00 No

For 900 mm dia.pipe for any depth & For 600 dia. Pipe (more

than 4 m. depth)

(i) 1.5 dia x 2.0m Depth 2.00 50265.00 No

Item Description Qty Rate Unit Amount

6 Constructing curb inlet with catch basin of size 0.75 x 0.75 m

depth upto 1.0 m including excavation, refilling, 23 cms thick

brick walls in CM (1:5) with C.C. 1:4:8, 20mm thick cement

plaster in CM (1:3) outside and 10 mm thick inside cement plaster

in CM (1:3), including perforated precast concrete Extra heavy

duty (EHD) 35 type frame & cover incl. carting to the work site &

fixing , Coping in M25, PVC foot steps etc. complete.

i) Curb inlet with catch basin 12.00 11370.00 No.

7 Providing and casting in situ C.C. in grade M-20 (proportions as 4.00 5520.00 3

per mix design or as per table9 of IS456 2000 in masses by weigh

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

mm for RCC work, including scaffolding centering, formwork,

needle vibrated consolidation, curing complete up to 6 meter depth

or height (excluding cost of reinforcement and neat finishing) with

centering and shuttering/deshuttering etc. complete for structure

other than water retaining

8 Supplying cutting, bending, binding and placing in position steel 1.00 77504.00 MT

as per plan and design and as per ISS 2502 including cost of steel

and binding wire for reservoirs/structures. Do-deformed (TMT)

bars confirming to relevant IS Fe-500 grade for all diameters.

9 Extra rate over item of excavation of earth for excavation of

asphalt pavement/RCC of thickness upto 0.2 mt. including

demolishing the asphalt carpet, metal, solling/cutting

reinforcement etc. complete with stacking the material as directed.

a) Upto 0.2 meter thickness (By Manual) 145.00 72.14 Smt.

10 Extra rate over item of excavation of earth for excavation of 580.00 180.36 Smt.

asphalt pavement/RCC of thickness upto 0.3 mt. (By any type of

breaker machine of RCC Cutter machine including cost of

operator, fuel, &transportation etc complete).

11 Providing, laying, spreading and compacting graded stone 185.00 1146.95 m3

aggregate to wet mix macadam specification including premixing

the Material with water at OMC in mechanical mix plant carriage

of mixed Material by tipper to site, laying in uniform layers in

subbase / base course on well prepared surface and compacting

with vibratory roller to achieve the desired density as per MoRTH

12 Dismentaling of the existing structure including removing and 100.00 886.05 m3

stacking the dismentelled materials as and where directed (a)

13 Demolition and disposal of unserviceable materials with all lead 100.00 603.23 mt3

and lift. (i) Unreinforcement cement concrete

Item Description Qty Rate Unit Amount

14 Demolition of Brick work and stone masonry including stacking 50.00 544.95 mt3

of serviceable materilas and disposal of unserviceable materials

with all lead and lift. (i) In cement Mortar

15 Refilling the pipeline trenches incl. ramming, watering, 2515.00 22.00 m3

consolidating desposal of surplus stuff as directed within a radius

16 Conveyance charge of earth, lime, murrum, building 'rubbish,

manual garbage, sludge, excavated rock, fly ash,'aggregate of any

kind etc. complete.

(i) Upto 5.0 Km lead 500.00 103.26 3

17 Shoring or timbering for trench with 50 mm thick planks and 100.00 71.00 Sq.m

suitable size truts etc. complete.

18 Construction of chambers in RCC M30 with Ordinary Portland

cement with TMT Fe-500 reinforcement,PCC150 mm thick in M

15 , 15 mm thick Plaster, cost of excavation, refilling and PVC

foot steps including providing RCC Slab in one single piece with

Providing & fixing of FRC (heavy duty) machinehole frame and

cover etc. complete.

RCC Wall 6.00 8083.00 m3

RC.C. Top Slab 1.00 8213.00 3

RC.C. Base Slab 1.00 8213.00 m3

d) TMT Fe-500 Reinforcement 1.00 77504.00 MT

e) 15 mm thick Inside Cement 30.00 176.58 m2

Plaster in CM 1 :

f) RCC Precast MH Frame & Cover 1.00 2146.25 Nos.

g) Refilling 20.00 22.00 m3

h) PVC steps 12.00 87.00 Nos.

19 Making connection to the ex. M.H. in running sewer incl.

Dewatering and other required machinery etc. of following dia

pipes at any convenient time. All damaged work shall be well

repaired as per instructions.etc. complete.

Item Description Qty Rate Unit Amount

20 Providing and operation dewatering Pump including fuel charges 50.00 541.07 Shift

& operator Charges etc. as directed etc. comp. (Shift for Eight

Hour) (For Each Pump Set, No payment should be allowed for non

working condition of machinery )

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :

SCHEDULES OF QUANTITIES AND RATES FOR

CONSTRUCTION OF SWPS BY WELL SINKING AT FALAKNUMA IN AMC AREA

Item Description Qty. Rate in Rs Unit Amount

01 Providing fabricating and placing cutting edge and curbs as 2.00 87934.00 MT

per design and drawing manufactured from structural steel or

M.S. plate confirming to ISS 226-1962 incl. Riveting,

welding etc. complete. incl. m.s.bars, anchor bolts and

structural steel etc complete.

02 Excavation for well including removing and spreading the

excavated stuffs directed with all lead.

From 0.0m to 1.5m 75.00 128.00 Cu.m.

From 1.5m to 3.0m 75.00 141.00 Cu.m.

From 3.0m to 4.5m 75.00 155.00 Cu.m.

From 4.5m to 6.0m 75.00 172.00 Cu.m.

From 6.0m to 7.5m 75.00 190.00 Cu.m.

From 7.5m to 9.0m 75.00 210.00 Cu.m.

03 Sinking single circular well of internal diameter and

thickness of steining as specified up to the level as specified

in all sorts of soil including hard murrum, boulders and all

strata type & strata up to the level as per drawing by

dredging, dewatering, drop chiselling with necessary

kentiedge and with mechanical means as may be necessary

for this type of work including all labour, plant machinery

etc. complete. Zero level to be considered from cutting edge

level. Including all labour charges with Dewatering but

Excluding cost of Cutting Edge & Well steining

Well excavation by Sinking

For 6.0 mt internal dia well incl. Dewatering

1. 0 to 3 mt depth 3.00 22404.00 Rmt.

2. Beyond 3 mt up to 6 mt depth 3.00 24134.00 Rmt.

3. Beyond 6 mt up to 9 mt depth 3.00 25899.00 Rmt.

4. Beyond 9 mt up to 12 mt depth 2.00 26995.00 Rmt.

04 Providing and casting in situ C.C. in grade M-25 For Bottom 99.00 5313.40 Cu.m.

Pludge (approx. corresp. to prop. 1:1:2) (proportions as per

mix design or as per Table 9 of IS456 2000 in masses by

weigh batching ) using granite, quartzite trap metal of size

mm to 20 mm for RCC work, including scaffolding

centering, form work, needle vibrated consolidation,

curing comp. (excluding cost of reinforcement and neat

finishing) with centering and shuttering/de-shuttering etc.

comp. for structure for other than water retaining. Footing

(without form work)

Item Description Qty. Rate in Rs Unit Amount

05 Providing and laying controlled cement concrete M30 for 17.00 8213.00 Cu.m.

bottom raft with vibrating, curing etc. complete excluding the

cost of form work and reinforcement etc.complete as

06 Providing and casting in situ Controlled Cement Concrete 48.00 8083.00 Cu.m.

M-300 for Well curbs including necessary shuttering, laying,

vibrating and curing complete.

07 Providing and casting in situ controlled Cement Concrete M- 155.00 8083.00 Cu.m.

300 for Well steining including necessary shuttering, laying,

vibrating and curing complete.

08 Providing and cast in situ C.C. in grade M-30 proportions of

ingredients as per mix design by weigh batching using

granite, quartzite trap metal of size 12 mm to 20 mm and or

mm to 12 or 6 mm to 12 mm mm including scaffolding

centering formwork, needle vibrated consolidation, curing

and hydrulic testing etc. complete (excluding cost of

reinforcement) with centering & shuttering/ deshuttering etc.

for all water retaining structures.

R.C.C. base slab 4.00 8213.00 3

R.C.C. walls 42.00 8083.00 m3

RCC Column 10.00 9317.00 m3

R.C.C. Top slab 2.00 8213.00 3

R.C.C. Grade slab 3.00 8213.00 3

R.C.C. Staircase 2.00 8213.00 3

09 Supplying cutting, bending, binding and placing in position 26.00 77504.00 MT

steel as per plan and design and as per ISS 2502 including

cost of steel and binding wire for reservoirs/structures only

including lift below G.L. for all diameters.

Do - deformed (TMT) bars confirming to relevant IS Fe

- 500 grade for all diameters.

10 Providing and casting in situ C.C. in grade M-15 (approx. 40.00 4732.00 m3

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

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

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

RCC work, including scaffolding centering, form work,

needle vibrated consolidation, curing comp. (excluding cost

of reinforcement and neat finishing) with centering and

shuttering/de-shuttering etc. comp. for structure for other

than water retaining. Footing (without form work)

Item Description Qty. Rate in Rs Unit Amount

11 Supplying, cleaning, cutting, bending, welding, fabricating, 2564.00 99.00 Kg

erecting structural steel in position irrespective of locations

and levels as per drawing including handling and transport

etc. complete including applying two coats of primer red

oxide and two coats of approved quality of paint over it etc.

complete as directed for gentry girder, platform, stairs,

chequered plate for cable trench etc.

12 Grouting with 1:3 cement mortar for anchor bolt pockets 2.00 3587.13 m3

machine bases, pipe sleeves, pocket holes etc. including

roughening and cleaning of concrete surfaces curing etc.

13 Providing and applying with two coats 20 mm thick inside 450.00 303.00 m2

cement plaster with ordinary portland cement and

waterproofing agent on inside of well consisting of 12 mm

thick backing coat of C. M. 1:3 (1 cement : 3 sand) and 8 mm

thick finishing coat of C. M. 1:1 (1 cement: 1 sand)

etc.complete including necessary curing, scaffolding required

if any etc. complete.

14 Providing and applying 20 mm thick sand faced cement 80.00 300.66 m2

plaster at outside RCC / brick on work upto height 10 mtr.

above ground level consisting of 12mm thick backing coat of

C. M. 1:3 (1 cement : 3sand) and 8 mm thick finishing coat

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

15 Providing and laying 40 mm thick cement concrete flooring 30.00 308.03 m2

in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

20 mm nominal size) including waterproofing compound

finishing with a floating of neat cement etc. complete laid in

one layer finished including necessary curing with Ordinary

Portland cement at bottom of well and at plinth level of well.

16 Wall painting (two coats) with plastic emulsion paint of 80.00 79.22 m2

approved brand and manufacture of under coated wall

surface to give an even shade including thoroughly brushing

the surface free from mortar dropings andother foreign matter

and sand papered smooth.

17 Providing & fixing 50 cm wide MS ladder (without safety 5.00 2950.00 Rmt.

cage) fabricated from MS flats 10 mm x 75 mm with 20 mm

dia steel bar steps in double rows @ 30cm C/C. The include

stays of 10 mm x 50 mm flats fixed at 3 mt. C/C with

welding anchoring and 3 coats anticorrsive paint.

18 Providing and fixing water tight construction or expansion 152.00 330.00 Rmt.

joints 150 mm. dia. Wide thin ribbed PVC.

Item Description Qty. Rate in Rs Unit Amount

19 Brick work using common burnt clay building bricks having 5.00 4021.02 3

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

and plinth in cement mortar 1:6 (1 cement : 6 coarse sand)

20 Brick work using common burnt clay building bricks having 5.00 4295.99 m3

crushing strength not less than 35 kg/cm2 in superstructure

and parapet in cement mortar 1:6 (1 cement : 6 coarse sand)

21 Providing and fixing 40mm dia. GI pipe medium weight 17.00 1784.00 Rmt.

(3.17 kg/rmt approx ) quality as railing with angle iron

support at 1.5 m c/c using 75 x 75 x 10 mm angles, 1.15 m

long with three rows of pipes as railing including necessary

painting with two coats of approved quality oil paint over one

coat of approved primer including necessary welding, bolting

required, if any.

22 Providing and fixing MS grating with 8 mm thick 50 mm 15.00 12590.00 2

wide flat at 50 mm c/c to form grid pattern as specified and

wherever directed including two coats of approved quality oil

paintwith one coat of primer red oxide etc. complete.

23 Providing and fixing plastic moulded reinforced steps with 60.00 87.00 No.

10 mm TOR steel bar with plastic polyproclene (P.P.)

material (vergin) etc. complete.

24 Filling with available excavated earth (excluding rock) in 65.00 130.39 m3

trenches, plinth, sides of foundation in layers not exceeding

20 cm in depth consolidating each deposited layer by

ramming and watering. .

25 Providing and fixing 1.20 Metre high fencing with 2.0 Metre 100.00 389.25 Rmt.

long M.S. Angle posts 40mm x 40 mm x6 mm and oil

painting 3 coats fixed at 2.5 Mt,C/c.with five Horizontan

lines and two diagonals of galvanised steel barbed wire

weighting 9.38 Kg. per 100 Metre, strained and fixed to posts

with G.I,staples including fixing the postsin ground with

M x 0.5.M x 0.5 M. block in C.C1:5:10 etc. complete.

26 Fabricating and fixing in position MS structural section such 650.00 99.00 Kg

as flat, pipes, plates, hold fast, anchoring bolts / bars of

required size including fixing, welding and two coats of

approved anti corrosive paint over prime coat of red-oxide

including RCC gate column as per drawing etc. complete as

directed by Engineer-in-charge.

(a) 2.2 m height and 6 m wide main and wicket gate

Item Description Qty. Rate in Rs Unit Amount

27 Earthwork for embankment including breaking clods, 220.00 183.70 3

dressing with all lead and lift (including watering and

consolidation) (E) From Borrow area within all lead Rolling

of earthwork in layers with power roller including filling in

depressions which occur during the process.

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :

SCHEDULES OF QUANTITIES AND RATES FOR

CONSTRUCTION OF LT ROOM AT FALAKNUMA IN AMC AREA

Sr. No. Items Qty. Rate in Rs. Unit Amount in Rs.

1 Empty boring to the required depth (measured from bottom of 120.00 380.74 Rmt.

pile cap/Ground beam to founding level) by means of hydraulic

pilling rig through all strata like soil, sand, clay, murrum, gravel,

pebble, boulder, cobble, soft rock, etc. for pile of diameter as

below, supported with the help of bentonite slurry including all

required plant & machineries, disposal of excavated material

with all leads & lifts, mobilisation demobilisation,

remobilisation if required, transportation of required plant and

machineries, etc. Method of boring shall be as per IS 2911-Part

1 - Section -II.

1.)Bore hole Drilling shall be done by use of hydraulic rig using

temporary casing of required depth upto cut off level of pile,

using bentonite slurry

2.)Reinforcement will be paid separately.

3.)Rate shall also include drilling and socketing in rock at

required depth.

4.)Length of pile shall be measured from bottom of pile cap and

upto the founding level.

5.)Rate is inclusive of empty boring through overburden (i.e.

temporary working platform, etc.)

2 Performing Integrity Test (low strain) on all vertical pile. The 12.00 819.38 No.

item shall include chipping of weak concrete at the top of pile,

leveling, bending of reinforcing bars, preparation of pile head

including testing with pile driving analyser or approved

equivalent. To be carried out at least 15 days after concreting of

piles. A specialist approved Agency shall be employed by the

Contractor for the test. The test shall be carried out as per

relevant ASTM code. The item is including complete testing

with approved apparatus, analysis of results and conclusions

including submission of test reports in three hard copies with

soft copy in CD.

3 Providing & laying controlled cement concrete M 300 for 20.00 4781.88 m3

R.C.C. bored piles of 0.45 m dia. including ramming,vibrating,

curing and finishing complete.

4 Providing & casting in-situ controlled cement concrete M 300 8.00 4981.89 m3

for R.C.C. pile cap including necessary formwork, vibrating,

curing and finishing complete.

5 Excavation for foundation with shoring and strutting if required

as per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all

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

0 to 1.5 m depth 40.00 117.08 Cum

6 Extra over item no. 1 above for lead from 0 m to 5 Kms. as 10.00 103.26 m3

7 Filling with available excavated earth (excluding rock) in 30.00 130.39 Cum

trenches, plinth, sides of foundation in layers not exceeding

cm in depth consolidating each deposited layer by ramming and

Sr. No. Items Qty. Rate in Rs. Unit Amount in Rs.

8 Providing and casting in situ C.C. in grade M-15 (approx. 10.00 4906.00 Cum

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

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

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

work, including scaffolding centering, form work, needle

vibrated consolidation, curing comp. (excluding cost of

reinforcement and neat finishing) with centering and

shuttering/de-shuttering etc. comp. for structure for other than

water retaining. Footing (with form work)

9 Providing and casting in situ C.C. in grade M-15 (approx. 5.00 4732.00 Cum

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

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

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

work, including scaffolding centering, form work, needle

vibrated consolidation, curing comp. (excluding cost of

reinforcement and neat finishing) with centering and

shuttering/de-shuttering etc. comp. for structure for other than

water retaining. Footing (without form work)

10 Providing and cast in situ C.C. in grade M-30 proportions of

ingredients as per mix design by weigh batching using granite,

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

mm including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with centering and

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

Av. G.L.for all water retaining structures

a) R.C.C. Plinth beams 10.00 8486.00 Cum

b) R.C.C. Grade Slab 10.00 8213.00 Cum

11 Providing and cast in situ C.C. in grade M-25 proportions of

ingredients as per mix design by weigh batching using granite,

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

mm including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with centering and

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

Av. G.L.for all water retaining structures

a) R.C.C. beams, lintels and bracket for gantry or chain pully 11.00 8347.00 Cum

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

b) R.C.C. slabs and platform 8.00 8077.00 Cum

c) R.C.C. columns 6.00 9195.00 Cum

d) R.C.C. footings & Raft 1.00 8077.00 Cum

e) R.C.C. Staircase 1.00 8266.00 Cum

f) R.C.C. vertical Walls 2.00 8262.00 Cum

12 Supplying cutting, bending, binding and placing in position steel 10.00 77504.00 MT

as per plan and design and as per ISS 2502 including cost of

steel and binding wire for reservoirs/structures only including

lift below G.L. for all diameters.

Do - deformed (TMT) bars confirming to relevant IS Fe -

500 grade for all diameters.

13 Supplying, cleaning, cutting, bending, welding, fabricating, 1150.00 99.00 kg

erecting, structural steel in position irrespictive of location and

levels as per drawings including handling and transport, etc.

complete including applying two (2) coats of primer red oxide

and two (2) coats of approved quality paints

Sr. No. Items Qty. Rate in Rs. Unit Amount in Rs.

14 Providing and applying 15 mm thick cement plaster in single

coat on brick work with floating coat of net cement slurry for

interior plastering upto finished even and smooth in Cement

motar 1:3 (1 cement : 3 sand) including racking out joint curing,

scaffolding required if any, with necessary cement finishing etc.

complete as directed.

(ii) Ceiling 70.00 249.60 m2

15 20 mm thick sand faced cement plaster on walls upto height 10 170.00 300.66 m2

metres above ground level consisting of 12mm thick backing

coat of C.M. 1:3 (1-cement : 3-sand) and 8 mm thick finishing

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

16 Brick work using common burnt clay building bricks having 22.00 4295.99 Cum

crushing strength not less than 35 kg/cm2 in superstructure and

parapet in cement mortar 1:6 (1 cement : 6 coarse sand)

including racking out joints, curing,scaffolding required in any

17 Brick work using common burnt clay building bricks having 22.00 4021.02 Cum

crushing strength not less than 35kg / Sq. C. M. in ramp, steps

and Foundation & Plinth in cement morter1:6 (1 cement :

coarse sand) including racking out joints, curing, scaffolding

required if any etc. complete, as directed.

18 Providing Half brick masonry in common burnt clay building 5.00 638.78 m2

bricks having crushing strength not less than 35 Kg/cm2 in C.

M. 1:4 for partition work including raking out joints, curing,

scaffolding etc. complete as directed for any height.

19 Wall painting (two coats) with plastic emulsion paint of 170.00 79.22 m2

approved brand and manufacture of undercoated wall surface to

give an even shade including thoroughly brushing the surface

free from mortar dropings and other foreign matter and sand

papered smooth.

20 Distempering in 3 coats with oil bound distemper of approved 180.00 107.23 m2

brand and manufacture and of required shade on wall surface to

give an even shade over and including a primer coat with

distemper primer of approved brand, thoroughly brushing the

surface free from mortar dropping and other foreign material and

also inclusive of preparing the surface even and smooth etc.

complete, as directed

21 Applying two coats of Birla(white cement based) or Asian 350.00 40.59 m2

(acryliclapy putty) or equivalent & two coats of primer of

approved brand and manufacture on new wall surface to give an

even shade including thoroughly brushing the surface free from

mortar dropping and other foreign matte rand sand papered

22 Providing and applying Coal Tar Epoxy protective paint in two 40.00 161.00 m2

coats of DFT 210 microns for foundations / concerete surfaces

in contact with soil complete as per specifications and as

directed by the Engineer including all leads and lifts etc.

23 Providing and fixing iron doors including using the frames of 630.00 99.00 kg

channels, angles and flats and MS sheets as per drawing

including revating or welding and fixing in concrete block

including iron fixture and fastening with one coat of primer and

3 coats of enamel paint etc. complete.

Sr. No. Items Qty. Rate in Rs. Unit Amount in Rs.

24 Providing & fixing in position aluminium fully panelled doors 2.00 3024.00 m2

with 15 micron natural matt brush finish anodised as per over all

size shown on the drawings and aluminium sections of approved

make conforming to IS:733 and IS :1285, made out of 102 mm x

45 mm x 1.90 mm thick aluminium outer frame section weighing

1.640 Kg/m. and shutter sections with bottom / lock rail 96 mm

x 45 mm x 2.7 mm, top rail 48 mmx 45 mm x 2.70 mm

weighing 1.38 Kg/m.vertical styles 48 mm x 45 mm x 1.90 mm

weighing 0.976 Kg/m. with rounded sides, fixed with rawl plugs

and screws or with fixing clips, or with expansion hold esters

including necessary filling up of gaps at junctions, at top,bottom

and sides with requried PVC/neoprene felt etc. and aluminium

snap beading for glazing / panelling, C. P. brass/stainless steel

screws, including standard anodised aluminium fittings and

fixtures of approved make and of adequate size and in adequate

numbers, double action floor springs of approved make for each

shutter with standard pivot panels of 12 mm thick pre-laminated

three layer medium density, exterior grade particle board (termite

proof, water proof and fire proof) Grade 1, Type II conforming

to IS : 12823 bounded with phenol formaldehyde synthetic

resin, of approved make including cost and fixing of fixtures etc.

complete as per detailed drawigns with all lead and lifts.

25 Providing and fixing window having extruded aluminum Colour 9.00 1583.95 m2

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

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

horizontal Three track member size 92mm x 31.75 mm x

mm (of Jindal Section no. 8688, @ Wt. 1.07 Kg/mt), vertical

member of size 92mm x 31.75mm x 1.50 mm (of Jindal Section

no. 8933, @ Wt. 1.06 Kg/mt.) with sliding shutters of horizontal

member size 40mm x 18mm x .29 mm (of Jindal section no.

8947 @ wt. 0.456 Kg/mt.) vertical member of size 40mm x

18mm x 1.29mm (of Jindal Section no. 8949 @ wt. of

Kg/mt with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per details etc.

26 Providing and fixing standard extruded of aluminium section of 1.00 1175.56 m2

size 63mm x 38.10mm x 1.2mm (Jindal Section: 2434, @ Wt.

0.643 Kg/mt.) with colour powder coated aluminium frame for

ventilation with 5 mm thick frosted glass as details etc complete

for Ventilation

27 Providing precast cement concrete jali or louvers 40 mm thick 1.00 646.60 m2

1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate

mm nominal size) reinforced with 1.6 mm dia. Mild steel wire

including roughening, cleaning, fixing and finishing in CM 1:3

and curing, painting complete

Sr. No. Items Qty. Rate in Rs. Unit Amount in Rs.

28 Providing & fixing in position aluminium grill with 15 micron 12.00 1974.00 m2

natural matt brush finish anodised as per over all size and

aluminium sections of approved make conforming to IS:733 and

IS : 1285, made out of DG - 104 design ( Jindal or equivivelent )

fixed with required size F channel, rawl plugs and screws or

with fixing clips, or with expansion hold esters including

necessary filling up of gaps at junctions, at top, bottom and sides

with required PVC/neoprene felt etc. and aluminium snap

beading for glazing / panelling, C. P.brass/stainless steel screws,

including standard anodised aluminium fittings and fixtures of

approved make and of adequate size and in adequate numbers,

including cost and fixing of fixtures etc. complete as per detailed

drawings with all lead and lifts.

29 Kota stone in Jams and Sills of the window and ventilation and 13.00 1279.00 m2

Door with one molding as directed by Engineer-in-charge.

30 Providing throating or plaster drip and moulding to R.C.C 21.00 41.66 Rmt

31 Painting two coats including priming coat on new steel & other 20.00 122.49 m2

metal surfaces with enamel paint, brushing, interior to give an

even shade including cleaning the surface of all dirt, dust, other

foreign matter.

32 Providing and fixing 50 cm wide M.S. Ladder fabricated from 5.00 3687.50 Rmt

M.S. Flats 10 mm x 75 mm with 20 mm dia steel bar steps in

double rows, @ 30 em C/C. The include stays of 10 mm x

mm flats fixed at 3 meter C/C wtih welding anchoring and

coats anticorrosive paint. (M.S. ladder (with safty cage)

33 Providing and fixing PVC pipe of 6 Kg./cm2 of 160 mm dia for 5.00 1290.00 Rmt.

rain water pipe with shoe.

34 Providing and fixing 40mm dia. GI pipe medium weight (3.17 9.00 1784.00 Rmt

kg/rmt approx ) quality as railing with angle iron support at

m c/c using 75 x 75 x 10 mm angles, 1.15 m long with three

rows of pipes as railing including necessary painting with two

coats of approved quality oil paint over one coat of approved

primer including necessary welding, bolting required, if any.

35 Providing and laying broken China Mosaic flooring for terrace 35.00 747.29 m2

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

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

bring mortar crème out upto surface using white cement

including rounding of junctions and extending them upto 15 cm.

along the wall, clearing with water and oxalic acid etc. as

36 Providing and laying polished Kota stone slab flooring over 20 23.00 992.66 m2

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

coarse sand) laid over and jointed with grey cement slurry

including rubbing and polishing etc. complete at LT & HT &

37 Providing and laying polished Kota stone slab 25 mm thick in 3.00 1187.79 m2

riser of steps,skirting dedo and pillars laid on 10 mm thick

cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with

grey cement slurry including rubbing and polishing etc.

Sr. No. Items Qty. Rate in Rs. Unit Amount in Rs.

38 Providing 100 mm x 100 mm size vata in cement concrete 90.00 41.00 Rmt

(1:2:4) including water proofing compounds,smooth finish,

curing, etc. complete

39 Filling in plinth with sand under floors including watering 5.00 460.19 Cum

ramming, consolidating and dressing complete.

40 Filling in foundation & plinth with murrum or selected soil in 30.00 289.06 Cum

layers of 20 cm thickness including watering, ramming and

consolidating etc complete.

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL AND INSTRUMENTATION WORKS WITH

YEARS O&M FOR STROM WATER PUMPING STATION (SWPS) AT FALAKNUMA OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

SR. ITEM DESCRIPTION QTY UNIT RATE AMOUNT

1.1.1 MECHANICAL WORK 2 Set 7,01,761

SUBMERSIBLE NON-CLOG PUMP SET

Supply, Installation, Testing and Commissioning (SITC) of Submersible NC Pump-Motor

set suitable for sewage application with semi-open or enclosed or suitable type Impeller &

wear Rings in CF8M with CI FG 260 Casing & casing cover, SS 410 shaft & with motor

suitable for 3-Phase, 415 V, 50 Hz., AC induction Air filled dry type submersible motor of

mini. rating as specified having max. 1500 RPM sync. speed, insulation Class 'F' With

temp. rise limited to class B and IP-68 protection.

The scope shall include all required accessories viz. automatic coupling device, SS-304

heavy duty & of suitable size double guide pipes of length to suit the sump height with

required supports, SS-304 or suitable stainless steel grade Chain with shackles (shall be

with dual hook / shackles of 150 mm or suitable higher size at app. every 1.5m C-C

distance) & of length as per sump height + min. 3m, Submersible Power & control cable

(copper flexible & stranded type conductor of reqd. cores & size for each pump motor set)

& length of sump height + min. 5 m long each run with necessary electrical termination

connection at junction box / starter panel and RCC foundation blocks for auto coupling &

delivery bend, PMU etc. complete as per IS, Tender Drawings and Specification and also

including in scope any other parts / accessories / fittings required to complete the work in

all respects & satisfactory operation of pump set.

Pump Capacity : 600 m3/hr (1W + 1S)

Motor Rating: min. 37 kW (or higher rating as reco. by pump manufacturer)

Over all Efficiency at Duty- min. 68.0 %

2.1.1 SITC of CI/ DI Electric Actuator operated Double Flanged, Sluice Valve confirming to 2 Nos. 1,35,833

IS 14846, PN 1.0 of following sizes with SS 304 seat rings and SS spindle with hot dipped

galvanised hardwares, bolts, nuts & washers etc. as per IS and Specification & complete

the work in all respects.

Size: 350 mm NB (on delivery of each pumpset)

2.2.1 SITC of CI/DI double flanged Dual Plate Check Valve conforming to API 594, Class 125 2 Nos. 62,921

with Cast Steel dual door, hinge pin & stop pin of SS 410, springs of AISI 304 and seat of

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

specification & complete the work in all respects.

Size: 350 mm NB (on delivery of eachpumpsets)

2.3.1 SITC of CI/DI Flanged Air Valve with Isolation Sluice Valve as per AWWA / IS 14845 1 No. 14,189

PN-1.0 & IS-14846 PN-1.0 respectively with SS304 float, gun metal nozzle, complete

hardware's, bolts, nuts & washers, gaskets etc. complete as per IS and Specification.

Size: 80 mm NB (On header after flow meter)

3.1.1 SITC of Flange ends Expansion Bellow (PN 1.0) as per EJMA standards and as per specs. 3 Nos. 12,840

and complete in all respect.

Size : 350 mm NB X 300 mm L (on delivery of each pumpsets & common header near

4.1.1 DI PIPES 1800 kg 158.00

SITC of double flanged DI Pipes confirming to IS 8329-2000, class K9 with connections

complete for delivery and header lines and as per specifications. The scope also includes

connection with main header/rising main & complete the work in all respects.

Size: 350 mm dia. & above

SR. ITEM DESCRIPTION QTY UNIT RATE AMOUNT

4.2.1 DI FITTINGS 1200 kg 158.00

Supply, installation, connection with delivery / header, testing and commissioning of

double flanged DI Fittings and Specials like 90 deg. Bend, Drilled / Drilled Blind

Flanges, Reducer / enlarger, Tee, etc. as required to complete the piping and connection of

pumps with header/rising main conforming to IS 9523 & complete the work in all

Size: 350 mm dia. & above

5.1.1 Flanged Joints of Pipes, Fittings and Specials: 23 Nos. 1,442

Supply, Installation, Making of Flanged CI / GI / MS Pipes, Fittings and Specials Joints

with all jointing materials, rubber packing, nut bolts, labour etc.for complete connection.

Size: 350 mm dia.

5.1.2 --- Item description as above --- 1 Nos. 2,131

Size: 450 mm dia.

6.1.1 MONORAIL EOT WITH ELECTRIC CHAIN HOIST 1 Set 2,85,272

SITC of Electrically Operated Chain Hoist & Electrically operated Trolley, suitable to

operate on Mono Rail Girder having motorised motion, mfg. as per IS:6547-1972-Class-II

& IS-3177- Class-II, complete with brake, chain-gear, motors, safety device, pendant push

button, starter panel, cables from motor to starter panel and all other required accessories

like limit switches, power supply system (Fastoon cable type), fasteners, epoxy painting,

etc. tested for over load as per IS and as per specs, complete in all respect.

Capacity : min. 1.0 Ton. (For Manually Screen)

Lift : 7.00 m as mini. or as per site req.

Bay Length : 3.5 m or as per site req.

(w/o MONORAIL GIRDER & MS supporting structure)

6.1.2 --- Item description as above --- 1 Set 3,42,327

Capacity : min. 2.0 Ton. (For SUBMERSIBLE NON-CLOG PUMP SET)

Lift : 11.00 m as mini. or as per site req.

Bay Length : 8.0 m or as per site req.

7.1.1 SITC of Electric Actuator Gear operated C.I. Sluice Gate conforming to AWWA C 501 1 No. 7,28,154

or IS : 13349 - 1992 Class - 1 with rising spindle, single faced, wall thimble mounted,

handwheel, flange back frame, head stock, Spindle with supports brackets having length as

specified or to suit site condition, suitable for seating as well as unseating water head,

complete in all respect.

Gate Size : 900 mm X 900 mm - approx. 4.4 m spindle length (at Inlet Pipe)

8.1.1 SITC of Box Type Manual mesh Screen having following size, made of SS 304 material 1 set 1,90,182

having round bars of size 9.0 mm dia with clear bar opening as specified here below,

suitably welded in outer frame of equal Leg SS angle of size 50 mm x 50 mm x 6 mm

thick or higher, with intermediate support at required locations, complete as per specs. &

shall also including followings:

The screen shall be with SS perforated Screening Material Collection Box at bottom end

of Screen having size as specified, fabricated from 3 mm thk SS sheet, screen shall be

suitable to slide complete screen through rollers between existing guide passage of MCP

400, embedded/ fixed in wall on both sides of RCC wall up to top of chamber with all

necessary hardware, SS nuts, bolts & wahsers, sacrificial Brass lugs on sides, min. two

lifting lugs/hooks & SS lifting chain having intermediate link/chain of 150 mm dia. at

every 1.5 m distance with shackle, etc. complete in all respects and provided with 1 set of

cleaning rake with each screen, complete as per specification and complete in all respect.

Screen Size: 1000 mm (W-or actual chamber width as per site ) x 1200 mm (H) x 300 mm

Box Size: 1000 mm (W-or actual screen width) x 300 mm (H) x 300 mm (D)

Opening: 50 mm x 50 mm sq. opening

Note : 1. Screen suitable for 1100 mm wide screen chamber or to suit site requirement.

(w/o Guide channel & MS supporting structure)

SR. ITEM DESCRIPTION QTY UNIT RATE AMOUNT

9.1.1 Providing, Supply of Structure Steel at site of work with freight, loading, unloading 2000 kg. 64.838

carting, etc. including all taxes and duties complete such as joints, channels, angles, Iron

Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates (min. 7.0 mm thickness) for

cable trench etc. required for support structure of all Electro-mechanical equipment,

piping, etc. for support on floor / wall / beam / brackets etc. as per tender and IS.

9.1.2 Labour Charges for lowering, laying, Fixing with fabrication various size section of MS 2000 kg. 11.365

such as joints, channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered

plates, for cable trench etc Complete with two coats of red oxide and two coats of

approved colour shade of epoxy paint as per relevant IS and as per specification.

A TOTAL OF MECHANICAL WORK W/O GST

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL AND INSTRUMENTATION WORKS WITH

2 YEARS O&M FOR STROM WATER PUMPING STATION (SWPS) AT FALAKNUMA OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. Item Description Qty. Unit Unit Rate, Amount, Rs.

1.1 ELECTRICAL WORK 1 Set 39,391.46

TPN MCCB (For LT Service Obtaining Requirement)

SITC of 250A TPN microprocessor MCCB, LSIG (50kA) with inbuilt O/L, S/C & E/F

protection with Extended rotary handle, Terminal spreader, Auxiliary change over &

Trip contact, with Outdoor Enclosure with canopy 2mm thick , Single/double door &

Wall mounted/ stand mounted as per site requirement (with incoming & outgoing cable

entry at bottom )with Cable end boxes with RYB indicating lamp, Digital voltmeter,

VSS,ON,OFF & Trip indicating lamp etc as per Power supply company requirements &

location. Including all civil works for fixing of panel on wall.

(Wall mounted at Location as per PSC req.)

2.1 MEDIUM VOLTAGE PANEL BOARD (PMCC /APFC) 1 Set 7,69,000.00

SITC of PMCC Panel (50kA), compartmentalized, Floor mounted, operating height

maximum 1800/1900 mm, Extensible on both ends, suitable for Manual & Auto

operation -Local & through PLC/SCADA operation as per site conditions complete in all

respects as per Tender SLD / Specification / IS and including following as minimum:

(1) One no. Incoming feeder FP 250A Microprocessor MCCB (50kA), LSIG, with

inbuilt O/C, S/C, & E/F protection for I/c with Digital Voltmeter, Voltmeter selector

switch, Digital Ammeter, Ammeter selector switch, Power Factor Meter, MFM with RS-

485 of Class-0.5, Indicating lamps R,Y,B,On,off,Trip, 3nos. 250A/5A, Cl.-0.5 metering

CT, CL 0.5 CT for APFC relay etc. Constant voltage/control voltage transformer

1500VA, 415V/230V AC, with tapping +/-5% in steps of 2.5%, 32A DP MCB complete

in all respects.

(2) 250A TPN Main Aluminium busbars. (Main busbars size with current density

(3) 37 KW STAR -DELTA STARTER FEEDER (SUBM.): 2 NOS : (1W+1S) : rate incl in

37 KW or higher as per pump manufacturer recommendation Star-delta starter with above price

125A TPN Thermal magnetic MCCB with Adjustable O/L & Adjustable S/C protection,

95A AC3 duty contactors (3 nos.), O/L Relay, star-delta timer, MFM with RS-485, Resin

Cast CT Cl: 0.5, MPR with RS-485, CBCT, SPP, PMU as per pump vender Reco., A/M,

L/R switch, ON, OFF, TRIP Indication & Start, E-Stop & Reset pushbutton etc. for S/D

starter. complete in all respects. & LCS (PBS) for Actuator-valve with 16A FP MCB,

open,close,stop PB, open,close,trip & L/R indication & 2 nos. terminal strip, SP MCB

Note : For Actuator LCS (PBS) shall be provide potential free contact for

(open,close,trip & L/R ) indication and terminal for Open,close and stop command

because actautor shall be operator from PLC Panel also in addition to LCS (PBS).

(4) 63A TPN TM MCCB FEEDER : 2 Nos. (2 nos. spare)

Each feeder comprising of 63A TPN Thermal Magnetic (TM) MCCB, with indicating

(5) 32A TPN TM MCCB FEEDER : 4 Nos. (1 no. for EOT with ECH at Pump

House, 1 no. for EOT with ECH at Screen, 2 nos. spare)

Each feeder comprising of 32A TPN Thermal Magnetic (TM) MCCB, with indicating

(6) 63A TPN TM MCCB FEEDER FOR ALL MCB FEEDERS: 1 set:

Incomer: 63A TPN Thermal Magnetic (TM) MCCB, with indicating lamp etc.

a) 4 nos. 32A 'C' curve 4P MCB feeders (for 1 no. Indoor LDB, 1 no. for ICP/PLC

Panel, 2 nos. Spare)

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL AND INSTRUMENTATION WORKS WITH

2 YEARS O&M FOR STROM WATER PUMPING STATION (SWPS) AT FALAKNUMA OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. Item Description Qty. Unit Unit Rate, Amount, Rs.

b) 1 no. 32A 'C' curve 4P MCB with Time switch,32A contactor 4P,ON lamp feeders rate incl in

(for Outdoor LDB) above price

c) 2nos. LCS (PBS) with 16A FP MCB, indicating lamp,Push Button, A/M,L/R switch,

SP MCB, etc. (1 no. MOG at Inlet, 1no. MOV at Header)

Note : For Actuator LCS (PBS) shall be provide potential free contact for

(open,close,trip & L/R ) indication and terminal for Open,close and stop command

because actautor shall be operator from PLC Panel also in addition to LCS (PBS).

(7) APFC separate cubical compartment (minimum 35 KVAr) having 1 no. 80A TPN

Thermal magnetic MCCB 50KA with adjustable overload and adjustable short circuit,

step APFC relay with RS 485, 1 no. 80 A/5A, Cl.-1.0 CT for Ammeter, Digital

Ammeter, ASS, 2 nos. 10 kVAR capacitor with 32A TPN MCCB with capacitor Duty

Contractor, 2 nos. 5 kVAR capacitor with 16A TPN D curve MCB with capacitor Duty

Contractor, 2 nos. 2 kVAR capacitor with 16A TPN D curve MCB with capacitor Duty

Contractor, 1 no. 1 kVAR capacitor with 16A TPN D curve MCB with capacitor Duty

Contractor, A/M switch, On delay timer, Push Buttons etc. Complete in all respects as

per Specification, IS & SLD.

(8) Multiplication relay as required for dry run protection of pumps.

NOTES: (1). All MCCB shall be 50KA, Ics = 100% Icu, inbuilt protection with adj O/L

and Adj.S/c (LSIG for MP MCCB),Extended rotary handle, Terminal spreader, Auxiliary

Change over contact and trip contact as required.

(2) All MFM, ACB, Soft Starter,Temp.Scanner etc shall be with inbuilt RS

(3)For Actuator LCS (PBS) shall be provide potential free contact for (open,close,trip &

L/R ) indication and terminal for Open,close and stop command because actautor shall

be operator from PLC Panel also in addition to LCS (PBS).

2.2 SITC of Lighting Distribution Board (LDB) as under: 2 Nos. 7,568.94

SITC of 3 Phase 4 Wire 4P, double door Prewired LDB each for Indoor Lighting &

Outdoor Lighting Suitable to house :

Incoming: 32A FP, ELMCB (30mA)

Outgoing: 20A SP MCB (9 nos.) & 16A SP MCB (9 nos.)

2.3 SITC of LCS pushbutton station ON & OFF (E-stop) set complete with Enclosure, 2 Nos. 2,008.47

necessary mounting/ fixing arrangement on wall / pipe support etc. to be installed near

motors for remote operation, etc. as per IS and specifications. (including structural steel)

2.4 SITC of stand / wall mounting type Outdoor type MS Junction Box with canopy of MS 2 Nos. 2,542.37

Steel of minimum 2.5mm thick, with detachable cable gland plate of 3mm thick, duly

powder coated, with earth bus running throught length of the box, steel structure stand

for mounting of JB, etc. for Jointing/Termination suitable for 1.1 kV Submersible

Flexible Copper Power cable with Aluminium armoured power cable from PMCC

Panel. Scope shall include providing suitable rating AL busbars with maximum current

density 0.8 A/mm² , Support insulators, Crimping type lugs,nuts,bolts,washers etc.

complete in all respects as instructed by E.I.C. Drawing shall be got approved before

SITC of the same. Lugs of cables shall not be connected directly also seperation shalll

be provided between power & control cable.

JB of minimum Size: 400mm x 400mm x 400mm or higher as required

(for Subm. Pump power cable)

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL AND INSTRUMENTATION WORKS WITH

2 YEARS O&M FOR STROM WATER PUMPING STATION (SWPS) AT FALAKNUMA OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. Item Description Qty. Unit Unit Rate, Amount, Rs.

2.5 SITC of stand / wall mounting type Outdoor type MS Junction Box with canopy of MS 2 Nos. 2,542.37

Steel of minimum 2.5mm thick, with detachable cable gland plate of 3mm thick, duly

powder coated, with earth bus running throught length of the box, steel structure stand

for mounting of JB, etc. for Jointing/Termination suitable for 1.1 kV Submersible

Flexible Copper Control cable with Aluminium armoured power cable from PMCC

Panel. Scope shall include providing suitable rating AL busbars with maximum current

density 0.8 A/mm² , Support insulators, Crimping type lugs,nuts,bolts,washers etc.

complete in all respects as instructed by E.I.C. Drawing shall be got approved before

SITC of the same. Lugs of cables shall not be connected directly also seperation shalll

be provided between power & control cable.

JB of minimum Size: 400mm x 400mm x 400mm or higher as required

(for Subm. Pump control cable)

3.1 LOW VOLTAGE (LT) CABLES 30 Mtr. 1,161.50

Supply, laying, testing and commissioning of 1.1 kV, A2XFY(X)/2XWY(X) XLPE

insulated (IS 7098) AL / Cu stranded conductor, Extruded innersheath cables as per

specification & IS.

The cable when laid outside the building shall be laid underground in trench with brick

& sand protection/in DWC pipes as per specified method and shall be laid in prepared

trench/ on cable tray when laid inside the building.

SITC of 3.5C x 240 sq. mm. A2XFY(X) Cable (1 run for MCCB to PMCC panel)

3.2 SITC of 3C x 16 sq. mm. A2XFY (X) Cable (2 runs for PMCC Panel to 2 nos. 37kW 150 Mtr. 141.40

Subm. Pump-Motor J.B.)

3.3 SITC of 4C x 6 sq. mm. A2XFY (X) Cable (For 1 no. Indoor LDB, 1 no. for Outdoor 150 Mtr. 124.23

LDB, 1 no. for EOT with ECH at Pump House, 1 no. for EOT with ECH at Manual

3.4 SITC of 4C x 2.5 sq. mm. 2XWY(X) Cable (2 nos. MOV at pump Delivery, 1 no. MOG 350 Mtr. 269.67

at Inlet, 1no. At Header, 2 nos. for PMU, 1 no. ICP/PLC Panel & for 4 nos. street light)

3.5 SITC of 5C x 2.5 sq.mm. 2XWY(X) Cable (For Pump-Motor LCS) 50 Mtr. 220.00

3.6 SITC of 12C x 2.5 sq.mm. 2XWY(X) Cable (2 nos. MOV at pump Delivery, 1 nos. 200 Mtr. 419.15

MOG at Inlet, 1no. At Header)

3.7 SITC of Single core 95sq. mm. PVC insulated circular unsheathed copper conductor 20 Mtr 875.67

flexible Cable (For Power supply Metering Panel to I/c MCCB Unit)

4.1 CABLE END TERMINATION AND CONNECTION: 2 Nos. 838.00

SITC of Double compression Ni-Plated brass cable glands and crimping type Bimetallic

lugs / sockets with necessary tools and equipments as specified in specifications and IS.

The glands and lugs / sockets shall be suitable for cable size and type mentioned below

& as per specifications.

1) Earthing the glands and armouring with earthing clamp and jumper and also

connecting to common earth bar.

2) The job also includes, if necessary, supply & fixing of extension busbar of same

material on MCCB or panel board terminal / connector to connect more than one no. of

parallel cables or to connect higher size cable to lower size unit. The job also includes

earthing the glands and armour of the cable with common earth bar or flexible copper

mesh.(Cable termination qty. shall be as per site requirement)

SITC of 3.5C x 240 sq. mm. A2XFY(X) Cable (1 run for MCCB to PMCC panel)

4.2 Same as above but, 3C x 16 sq. mm. A2XFY (X) Cable (2 runs for PMCC Panel to 2 8 Nos. 160.00

nos. 37kW Subm. Pump-Motor J.B.)

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL AND INSTRUMENTATION WORKS WITH

2 YEARS O&M FOR STROM WATER PUMPING STATION (SWPS) AT FALAKNUMA OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. Item Description Qty. Unit Unit Rate, Amount, Rs.

4.3 Same as above but, 4C x 6 sq. mm. A2XFY (X) Cable (For 1 no. Indoor LDB, 1 no. for 8 Nos. 111.00

Outdoor LDB, 1 no. for EOT with ECH at Pump House, 1 no. for EOT with ECH at

4.4 Same as above but, 4C x 2.5 sq. mm. 2XWY(X) Cable (4 nos. MOV at pump Delivery, 26 Nos. 65.65

1 nos. MOG at Inlet, 1no. At Header, 2 nos. for PMU, 1 no. ICP/PLC Panel & for 4 nos.

4.5 Same as above but, 5C x 2.5 sq.mm. 2XWY(X) Cable (For Pump-Motor LCS) 8 Nos. 180.00

4.6 Same as above but, 12C x 2.5 sq.mm. 2XWY(X) Cable (4 nos. MOV at pump Delivery, 12 Nos. 260.00

1 nos. MOG at Inlet, 1no. At Header)

4.7 Same as above but, Single core 95sq. mm. PVC insulated circular unsheathed copper 10 Nos. 47.47

conductor flexible Cable (For Power supply Metering Panel to I/c MCCB Unit)

5.1 CABLE TRAY 60 Mtr. 556.51

SITC of G.I. (hot dip galvanised )Ladder type medium duty (2mm thick) Cable Tray

with necessary bends, tees, reducers, covers and clamps for fixing. All material shall be

Hot dip galvanised as per Specification. And including all accessories.

300 x 100 mm - Ladder type

5.2 Same as above but, 150 x 50 mm - Ladder type 150 Mtr. 278.76

5.3 Supply, laying and erection of 75 mm ID approved make Double Walled Corrugated 80 Mtr. 144.00

pipes (DWC) of polyethelene (confirming to IS-14930 II) with necessary connecting

accessoies of same material at required depth for laying of cable below ground / road

surface for enclosing cable and back filling the same to make ground as per original. (LT

5.4 Cable Trench, Laying & Installation of Cable: Making cable trench in soft soil of 50 Mtr. 46.46

suitable width of 90cms deep for laying cable, Sand cushioning and brick protection

on sides and on top all over the run and back filling the same and making the surface

as normal ground as per IS & Specification. (For laying of LT cable in ground)

5.5 Cable Protection/ Covering in Trench: Cable Covering with second class bricks or 20 Mtr. 134.33

cement tiles laid cover the cable (top) & also on both side with sand bedding/cusioning

of 75mm.& covering of 150mm Layer of sand above cable (16 bricks per meter.) as per

IS & Tender Drg/ Specification. (For HT/LT cable protection) complete in all respects

as instructed by EIC.

6.1 CHEMICAL EARTHING SYSTEM 2 Set 10,593.89

SITC of Maintenance free chemical earthing (copper) with earthpit of minimum bore

size dia. 225mm Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS-

3043:1987 /Tech spec. made of corrosion free Pipes having Outer pipe dia of 48 mm

having 250 Micron copper plating, Inner corrosion free Hot dip galvanised (80 to

micron) pipe dia of 26 mm with copper flat strip type connection terminal 14mm dia

with constant ohmic value surrounded by highly conductive corrosion resistant chemical

compound with high charge dissipation suitable for electrical installation & of 3Mtr.

length of Pipe with two nos. 25Kg. bag of Back filling compound. (2nos. for ICP)

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

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL AND INSTRUMENTATION WORKS WITH

2 YEARS O&M FOR STROM WATER PUMPING STATION (SWPS) AT FALAKNUMA OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. Item Description Qty. Unit Unit Rate, Amount, Rs.

6.2 SITC of Maintenance free chemical earthing with earthpit of minimum bore size dia. 6 Set 7,095.25

225mm Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS-3043:1987

/Tech spec. made of corrosion free Hot dip Galvanised (min 150 Microns) Pipes having

Outer pipe dia of 76 mm , Inner corrosion free Hot dip galvanised (80 to 100 micron)

pipe dia of 26 mm with copper flat strip type connection terminal 14mm dia with

constant ohmic value surrounded by highly conductive corrosion resistant chemical

compound with high charge dissipation suitable for electrical installation & 3Mtr. length

of Pipe with two nos. 25Kg. bag of Back filling compound. (2 nos. for LT panel & 4nos.

for all elect. Equipments)

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

6.3 SITC of 50mm(w) x 8mm(T) etc. sizes as required, HOT dip galvanized GI Strip 345 Kg. 77.77

including supply & fixing using GI spacers, saddles when laid inside the building and

inclusive of excavation & refilling of earth when laid outside the building &

interconnection with earth pit & all electro-mechanical equipments.

(50X6 G.I Strip wt.2.3 kg/m, 2.3x150Mt.=345kg.)

6.4 Supply, laying and erection of 25mm(w) x 3mm(T) etc. sizes as required, HOT dip 60 Kg. 77.77

galvanized GI Strip including supply & fixing using GI spacers, saddles when laid inside

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

building & interconnection with earth pit & all electro-mechanical equipments. (25X3

G.I Strip, 0.6 Kg/m, 0.6x100Mt.=60Kg.)

6.5 Supply, laying and erection of 25mm(w) x 3mm(T) etc. sizes Copper Strip including 30 Kg. 794.87

supply & fixing of bolts, saddles when laid inside the building and inclusive of

excavation & refilling of earth when laid outside the building & interconnection with

earth pit & PLC Panel (25X3 Cu. Strip, 0.761 Kg/m, 0.761 x 40 mtr.=30.44Kg.)

Copper Bolt,Nuts ,Washers shall be used for Connecting Earth electrode to individual

eqp. Bitumen shall be used at the place of joint/welding. (For PLC Panel to Earthing)

6.6 SITC of HOT Dip Galvanized iron strip wire 8 SWG (For LDB,LCS, etc.) 21 Kg. 77.77

(8 SWG G.I Strip, 0.103 Kg/m, 0.103 x 200Mt.=20.6 Kg.)

7.1 INTERNAL WIRING 50 Mtr. 78.78

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

marked flexible stranded copper conductor wires with medium class min. 25mm. dia.

Electrical grade PVC pipe and accessories to be erected concealed in / to be run on

surface / wall / ceiling with following sizes as mentioned below. The unit rate wirings

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

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

and neutral wires, green Earth continuity wires etc. as required to complete wiring from

LDB panel to the final outlet termination points. The wiring shall be as per IS:732,

IS:4648 and as per tender specification / IS.

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

7.2 same as above, but (b) SITC of Mains wiring with 3 wire 2.5 sq.mm as per tender 80 Mtr. 96.96

specification & IS.

7.3 same as above, but (c) SITC of Mains wiring with 4 wire 1.5 sq.mm as per tender 100 Mtr. 86.86

specification & IS.

7.4 same as above, but (d) SITC of Mains wiring with 4 wire 2.5 sq.mm as per tender 120 Mtr. 120.19

specification & IS.

7.5 SITC of Point wiring for Light / fan / Bell / Primary Point with 2nos. 1.5 sq. mm & 16 Nos. 329.26

earth wire of 1.5 sq. mm (green) both are of ISI marked 1.1 kv grade FRLS PVC

insulated multistrand copper wires , pipe to be erected concealed in flushed on wall /

ceiling, complete with 6A Tissino Type ISI marked flush type switch / bell push &

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

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

with medium class Rigid PVC pipe & accessories.

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL AND INSTRUMENTATION WORKS WITH

2 YEARS O&M FOR STROM WATER PUMPING STATION (SWPS) AT FALAKNUMA OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. Item Description Qty. Unit Unit Rate, Amount, Rs.

7.6 SITC of 6A independent Plug with 2nos. 1.5 sq.mm Cu. Mains size wiring & earthwire 2 Nos. 290.88

of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated

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

erected on wall / ceiling, complete with ISI marked 3 / 5 Pin socket and tissino type

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

with 3 mm thick PC(Polycarbonet) / Acrylic sheet. (2 nos. LT Room)

7.7 SITC of 6/16A independent Plug with 2nos. 4 sq.mm Cu. Mains size wiring & earthwire 2 Nos. 570.65

of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated

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

erected on wall / ceiling, complete with ISI marked 3 / 5 Pin socket and tissino type

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

with 3 mm thick PC(Polycarbonet) / Acrylic sheet. (2 nos. LT Room)

7.8 SITC of Sheets steel powder coated weather proof enclosure with One no. 32A, 415V 2 Nos. 772.65

4P MCB for Motor & Inductive load (C Curve) having 10 KA breaking capacity &

confirms to IS:

(1 no. for EOT with ECH at P.H., 1 no. for EOT with ECH at Manual screen)

8.1 LED LIGHT FIXTURES & LIGHTING: 5 Nos. 295.93

SITC of Indoor wall mounting 20Watt or up to 25% higher wattage LED 4 feet Tube

Light 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 polyester powder coated and high U.V. & corrosion resistance with

diffuser and/or Polycarbonate optics with company mark/name

120 to 300 V,Power Factor more than 0.9, THD < 20 %,

CCT 4000 K to 6500K, Uniformity ratio >0.7,

Luminaries efficacy> 85 lumens/watt

LED driver efficiency > 85 %

(Each fitting required LM-79 & LM-80 Certificates)

Tube Light with integral / non-integral driver, Surge-4KV,IP-20, 4 feet, Cat-III

(5 nos. at LT Room)

8.2 Item description as per Sr. No.7.1 SITC of 7 watts LED Lamps integral type,cool white 2 Nos. 112.11

with PC diffuser suitable for B22 LAMP holder (2 nos. LT Room)

8.3 1200mm sweep ceiling fan, capacitor type, having double ball bearing 450mm down rod, 2 Set 1,596.81

canopies, shackle, rubber bush, blades, electronic speed regulator, suitable to operate on

230V,50Hz AC supply conforming to IS: 374/1979.Fan shall be painted with white

colour.(2 nos. LT Room)

8.4 SITC of 40W LED Surface / Wall mounted LED Flood Light fittings with High 2 Nos. 5,194.43

power White LEDs wattage of 1Watt and above assembled on single MCPCB, efficiency

more than 130 lm/w and corrosion free High pressure die cast aluminum housing with

smooth finish powder coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses with company mark/name engraved or embossed

120 to 300 V,Power Factor more than 0.95, THD < 20 %, CCT 5000 K to 5700K,

Uniformity ratio >0.45, Luminaries efficacy> 85 lumens/watt . LED driver efficiency >

( Each fittings required LM-79 & LM-80 certificates)

(IP-65), Surge -4KV Cat-III

For Indoor use: (at Pump House)

8.5 SITC of 'B' class galvanised iron pipe 32 mm outside dia 45 cms long duly welded on 20 9 Nos. 558.53

cms x 20 cms x 3 mm thick M.S. base plate, erected on wall or corner for mounting

luminaries with necessary hardware materials duly painted for wall mounting indoor

flood light fixtures on Wall of Buildings & post top lantern.

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL AND INSTRUMENTATION WORKS WITH

2 YEARS O&M FOR STROM WATER PUMPING STATION (SWPS) AT FALAKNUMA OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. Item Description Qty. Unit Unit Rate, Amount, Rs.

8.6 SITC of 40watt, Cat-III Post Top Lantern LED fitting comprises of 650 MM TOP 2 Nos. 5,034.85

Diameter, 120 degree beam angle with 3 Nos. Supporting Ribs and with 0.5mt. G.I.

fitting pipe with complete painted with one coat of Red oxide / PU base primer and two

coats of Aluminium / PU paint for Post of lenturn pipe etc. (for Gate light)

9.1 EXTERNAL LIGHTING (Flood LIGHT): 5 Nos. 6,088.28

SITC of 70W LED Wall mounted LED Flood Light fittings with High power White

LEDs wattage of 1Watt and above assembled on single MCPCB, efficiency more than

130 lm/w and corrosion free High pressure die cast aluminum housing with smooth

finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate

optics/ lenses with company mark/name engraved or embossed

120 to 300 V,Power Factor more than 0.95, THD < 20 %, CCT 5000 K to 5700K,

Uniformity ratio >0.45, Luminaries efficacy> 85 lumens/watt . LED driver efficiency >

( Each fittings required LM-79 & LM-80 certificates)

(IP-65), Surge -4KV Cat-III

For Outdoor use: (for area lighting)

9.2 EXTERNAL LIGHTING (STREET LIGHT): 4 Nos. 10,688.83

SITC of Street Light Pole, steel tubular swaged type, 7.5 meter long with single arm &

M.S.base plate with pipe cap and over hung 1.5 m long having dia to suit the socket of

240V LED street light fixtures. Street light pole unit rate shall be with (i) IP 65 SMC

box of size 20 x 15 x 15 cms. with MCB & terminal strip inside the box with

hinged/sliding door (ii) 50mm dia, B class GI pipe bracket min.1.5mtr long for

Incoming & outgoing cable (iii)MS Cable Clamp of 25 x 3mm (iv)SITC of

Mtr.single Arm bracket of medium duty MS pipe of 4.2 cms. Out side dia complete

with suitable sleeve tubing 45 cms. long of required size of pole top etc. and having

spread of 1.5.mtr. length with 110 deg.(v) Complete painted with one coat of Red oxide /

PU base primer and two coats of Aluminium / PU paint for Pole,Arm, pipe etc.

9.3 SITC of 70W LED Street light fittings with High power White LEDs wattage of 1Watt 4 Nos. 5,976.17

and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion

free High pressure die cast aluminum housing with smooth finish powder coated and

heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses with

company mark/name engraved or embossed

120 to 300 V,Power Factor more than 0.95, THD < 20 %, CCT 5000 K to 5700K,

Uniformity ratio >0.45, Luminaries efficacy> 85 lumens/watt . LED driver efficiency >

( Each fittings required LM-79 & LM-80 certificates)

Street Light (IP-65), Surge -4KV, 70 watt Cat-III

9.4 SITC of M-20 / 1:2:4 cement concrete foundation for Street light pole & 70 % PCC 4 Nos. 1,292.80

from bottom including excavation for the pole of size 60 x 60 x 120 cms. Deep in below

ground level with plinth of 45 cms x 45 cms(or 45 cms dia x 45 cms) high upper ground

level with necessary curing and finishing in approved manner.

10.1 SAFETY ACCESSORIES 1 No. 8,671.86

SITC of following safety accessories complete with necessary fixing brackets, other

accessories and tools etc. as required to complete the job.

Supply & Erecting carbon dioxide (CO2) fire extinguisher of 6.5kg capacity with

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

(1 no. for LT Room)

10.2 Supplying of standard first AID box with antiseptic cream, medicine for use on wounds 1 No. 299.97

due burn, crepe bandage, guage bandage, medicated ready to use bandage (Band-aid)

adhesive tape for medicinal user, scissors, antiseptic solution (Savlon or similar) etc. (All

above contents shall be of standard makes)

(For 1 no. for LT Room)

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL AND INSTRUMENTATION WORKS WITH

2 YEARS O&M FOR STROM WATER PUMPING STATION (SWPS) AT FALAKNUMA OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. Item Description Qty. Unit Unit Rate, Amount, Rs.

10.3 Supply & fixing of printed instruction (First Aid) Chart both in English and Gujarati and 1 No. 130.29

duly framed with front glasses, for treatment of person suffering from electric shock. (For

1 no. For LT Room)

10.4 Supply and fixing of 20 W LED operated emergency light with maintenance free 1 No. 2,670.00

battery for 3 hours operation during mains power failure.

(For 1 no. LT Room)

10.5 Supply and laying of Synthetic Insulating Mat of Class - A of min. thickness 2mm as 4 Sq.mtr 1,027.17

per IS:15652 and with good electrical insulation property for 1.1KV/3.3KV as per site .

requirement. (For LT Panel)

11.1 LIASONING CHARGES FOR OBTAINING NOC 1 Ls. 15,000.00

Power Liasoning Charges for obtaining N.O.C from Electrical Inspector / Statutory

authority for Power / Ele. Installation. (Fees shall be paid by tenderer for obtaining

N.O.C. from Electrical Inspector / Statutory authority on behalf of client and shall be

reimbursed on submission of original receipt to Client).

Liasoning Charges shall include preparing required attested documents & drawing for

obtaining NOC on behalf of client (Applicable Fees / deposits shall be reimbursed by

B TOTAL OF ELECTRICAL WORKS WITHOUT GST

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL AND INSTRUMENTATION WORKS

WITH 2 YEARS O&M FOR STROM WATER PUMPING STATION (SWPS) AT FALAKNUMA OF AHMEDABAD

MUNICIPAL CORPORATION (AMC).

ITEM DESCRIPTION QTY UNIT UNIT RATE AMOUNT

1.1.1 INSTRUMENTATION WORK: 2 NOS. 5,522

PRESSURE MEASURING SYSTEM

Supply, installation, testing & commissioning of Diaphragm Type pressure guage

having 150 mm dial with necessary fittings/accessories in SS 316, manifold valve,

nipples etc. complete.

Range : 0 - 1.6 Kg/cm2 (at each pump's delivery side)

2.1.1 Supply, installation, testing and commissioning of Hydrostatic type Level 1 NO. 80,130

Transmitter for level based auto operation of pump along with 20 meter cable,

junction box, all mounting accessories, hardware, Fixing of 2" size PVC pipe in

sump for installation the Hydrostatic sensor, Clamp,etc. complete in all respects

and as per specs and having following measurement ranges .

Meas. Range: upto 10 m sump

2.1.2 Supply, installation, testing and commissioning of Float type Level Switch along 1 NO. 12,802

with 10 mtr. Cable and WP Junction Box (at Sump / wet well for Dry run

Protection of Pump) complete in all respects and as per specification.The scope

also includes providing 4" flanged , puddle pipe approximate 300 mm long

including fixing of the same in existing civil structure slabe of pump house for

mounting of level switch.The work also include all necessary work like make

hole, repair / modificationin existing slab, etc.

Meas. Range: upto 10m

3.1.1 ELECTRO MAGNETIC FLOW METER 1 NO. 1,85,900

Supply, installation, testing and commissioning of Full Bore Electromagnetic flow

meter comprising of IP-68 Sensor, IP-66 remote type transmitter with 20 m cable

between sensor and transmitter along with all mounting accessories, Weather

proof enclosure for transmitter, hardware, mounting stand, etc. as per

specification and to complete the work in all respect as per site condition

necessary connection with pipe and shall have following size.

Meter size: 350 mm NB

Pipe Size : 350 mm NB

4.1.1 PLC BASED INSTRUMENT CONTROL PANEL 1 NO. 7,68,516

Supply, Installation, Testing & Commissioning of PLC Based Instrument control

Panel with 10" Color Touch Screen HMI, 4G or Latest GPRS modem with SIM

card for remote data transmission to Central SCADA of AMC, Multiplication

relay for Dry run protection of pump, etc. Instrument Control Panel '(PLC

Enclosure / Panel ) with necessary PLC based logic and wiring , Min. 1 no.

process Indicator for Level Tx, Min. 1 kVA UPS with 60 min backup , etc.

complete in all respects and as per specs PLC having minimum I/O count of 24DI

All work shall be carrierd out complete in all respects and as per tender

specifications.

4.1.2 Necessary modification /provision in existing Central SCADA System at Central 1 NO. 59,605

Control Room of AMC to monitor and control SWPS from Central Control

The Scope shall include providing register data / address mapping to existing

Central SCADA system vendor / contractor .The acqusition of data of SWPS

Storage and Screen development for monitoring and control in existing Central

SCADA shall be carried out by existing SCADA contractor / Vendor and the

required charges as per this item shall be paid by successfull bidder of SWPS to

Existing Central SCADA Contractor.

ITEM DESCRIPTION QTY UNIT UNIT RATE AMOUNT

5.1.1 INSTRUMENT CABLE & ACCESSORIES 50 Mtr. 185

Supply, Laying, Installation, Connection, Termination, Testing & Commissioning

of Instrument Cables and accessores as per specs. The unit rate shall include.

(a) Supply, loading & unloading of the cable at site from store.

(b) Shifitng of cable from site store to place of installation.

(c) Fixing of cable clamps, brackets, supports, route markers etc. where ever

required to fix the cables safely.

(d) Excavation, back filling and levelling of ground alongwith laying of fine sand,

protection bricks and other necessary civil material for laying cables outside the

(e)Testing and submission of sketches & reports of all the cables laid.

5.1.2 CONTROL CABLE 150 Mtr. 427

5.1.3 SIGNAL CABLE 50 Mtr. 177

5.2.1 INSTRUMENT CABLE TRAY 10 Mtr. 201

GI Perorated type cable tray shall be made out of galvanized MS sheets of 2.0 mm

thickness with required asccessories . All material shall be Hot dip galvanised as

per IS 2629 as mentioned in specification and tray hardware shall be in GI.

50 X 25 mm - Perforated type

5.3.1 CABLE END TERMINATION & CONNECTION : 4 NOS. 184

Supply, fixing, connection, testing and commissioning of double compression

brass cable glands and crimping type Bimetalic lugs / sockets with necessary tools

and equipments as specified in specifications and IS complete in all respects. The

glands and lugs / sockets shall be suitable for cable size and type mentioned

above. The job also includes earthing the glands and armour of the cable with

common earth bar or flexible copper mesh as applicable.

5.3.2 CONTROL CABLE 10 NOS. 356

5.3.3 SIGNAL CABLE 6 NOS. 184

C TOTAL OF INSTRUMENTATION WORK WITHOUT GST

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :

SCHEDULE OF QUANTITIES AND RATES FOR TOOLS, TEST EQUIPMENTS & OFFICE FURNITURE OF ELECTRO-

MECHANICAL AND INSTRUMENTATION WORKS WITH 2 YEARS O&M FOR STROM WATER PUMPING STATION

(SWPS) AT FALAKNUMA OF AHMEDABAD MUNICIPAL CORPORATION (AMC).

DESCRIPTION QTY. UNIT RATE AMOUNT

1.1 TOOLS & TEST EQUIPMENTS 1 No 8,000

Magger of range 0 -1000V

1.2 Clipon meter (Battery operated) satisfying the following. 1 No 6,000

(i)With 0.100 mA, 0-1 A and 0-200 A AC

(iii) Least five (0-100) m.Ohm,(0-1) Ohm, (0-10) Ohm, (0-100) Ohm, (0-1000)

(iv) The input impedence shall not be less than one maga ohms for voltage range.

1.3 Single Phase Elect. Portable Air blower 1500 RPM 1 No 5,000

2.0 LADDER 1 No 12,000

Ladder shall be made out of light aluminium allow of good strength. They shall

be of step ladder, foldable, self supportig type with sperader of metalic angles or

3.1 OFFICE FURNITURE 2 Nos 3,500

Steel Office chair

3.2 Office table of min. size 1500 mm X 600 mm 1 No 10,000

D TOTAL OF TOOLS, TEST EQUIPMENTS & OFFICE FURNITURE

Note: Above items shall be handed over to AMC before commencement of O&M / before payment of O&M for proposed SWPS.

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :

SCHEDULES OF QUANTITIES AND RATES FOR

PROVIDING AND LAYING 450 MM DIA. DI-K9 RISING MAIN FROM PROPOSED SWPS TO

EXISTING STORM TRUNK MAIN

Item Description Qty. Rate Unit Amount

01 Excavation for pipe line trenches,etc. for all with shoring

and strutting if required as per required gradient and line

including safety provisions using site rails and stacking

excavated stuff including up to all required lead cleaning

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

In all sort of soils and soft murrum

2 Providing, supplying, lowering, laying & fixing D. I. K-9

grade pipes with EPDM gasket for following nominal bore

diameter with internal cement mortar lining including all

taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

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

3 Manufacture, supply & delivery ,including fixing of

Ductile Iron flange socket spigot bends, tees, reducers of

any other specials as per BS-EN-545/1995 class-A series

K12 suitable for use with DI pipes manufactured per IS

8329/1994 delivery of specials is to be made to Store or

site of works any where including all taxes, loading,

unloading, carting, stacking, insurance, inspection charges,

octroi etc. complete.

350mm dia above 4140.00 151.00 kg

04 Providing and casting in situ C.C. in grade M-20

(proportions as per mix design or as per table9 of IS456

2000 in masses by weigh batching ) using granite,

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

including scaffolding centering, formwork, needle vibrated

consolidation, curing complete (excluding cost of

reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. complete for structure other

than water retaining (Below G.L)

(a) RCC Footing 85.00 5520.00 m3

05 Providing and casting in situ C.C. in grade M-15 (approx. 3.00 4732.00 m3

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

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

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

for RCC work, including scaffolding centering, form

work, needle vibrated consolidation, curing comp.

(excluding cost of reinforcement and neat finishing) with

centering and shuttering/deshuttering etc. comp. for

structure for other than water retaining.

Footing (without form work)

Item Description Qty. Rate Unit Amount

06 Supplying cutting, bending, binding and placing in position 1.00 77504.00 MT

steel as per plan and design and as per ISS 2502 including

cost of steel and binding wire for reservoirs/structures only

including lift below G.L. for all diameters

Do - deformed (TMT) bars confirming to relevant IS

Fe - 500 grade for all diameters.

07 Refilling the pipeline trenches including ramming, 3640.00 22.00 m3

watering, consolidating disposal of surplus stuff as directed

within a radium of 3 Km.

08 Providing, supplying, lowering and laying CI/DI Temper 3.00 25759.00 No.

proof /Bi Stream Air valves with SS 304 Float gun metal

nozzle of approved make & quality of following class and

diameter including all taxes, transportation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to the departmental stores, stacking etc.

With Isolating Sluice Valve PN

09 Providing, supplying, Lowering, Laying & fixing ISI mark

Cast Iron D/F Sluice Valves of following class and

diameter including all taxes, insurance, transportation,

fright charges, Octroi Inspection charges, loading,

unloading, conveyance to site stacking, etc. complete.

PN-1 with hand wheel /cap operated ( PD Type short body)

10 Extra rate over item of excavation of earth for excavation

of asphalt pavement/RCC of thickness upto 0.3 mt. (By

any type of breaker machine of RCC Cutter machine

including cost of operator, fuel, &transportation etc

a) Upto 0.3 meter thickness 1125.00 180.36 Smt.

11 Providing, laying, spreading and compacting graded stone 285.00 1146.95 m3

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical

mix plant carriage of mixed Material by tipper to site,

laying in uniform layers in subbase / base course on well

prepared surface and compacting with vibratory roller to

achieve the desired density as per MoRTH clause

12 Dismentaling tiled of stone floors laid in mortar including 205.00 47.72 Smt.

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.

Item Description Qty. Rate Unit Amount

13 Dismentaling of the existing structure including removing 65.00 886.05

and stacking the dismentelled materials as and where

directed (a) R.C.C Work

14 Construction of chambers in RCC M30 with TMT Fe-500

reinforcement, PCC150 mm thick in M 15,15 mm thick

inside cement plaster in C.M.1:3 and depth of chamber

from G.L. to pipe invert level including complete civil

works and inclusive of the cost of of excavation, refilling

and PVC foot steps including providing RCC Slab in one

single piece with fixing of FRC (heavy duty) manhole

frame and cover or RCC 30 Precast slab in parts with key

hole etc. complete.

RCC Wall 9.00 8083.00 m3

RC.C. Top Slab 3.00 8213.00 m3

RC.C. Base Slab 3.00 8213.00 m3

d) TMT Fe-500 Reinforcement 2.00 77504.00 MT

e) 15 mm thick Inside Cement

Plaster in CM 1 : 3 35.00 176.58 m2

f) FRC Manhole 4.00 2146.25 Nos.

g) Refilling 25.00 22.00 m3

h) PVC steps 20.00 87.00 Nos.

15 Carting and recarting of materials such as murum, earth,

kapchi, gravel, brick bats, kankar, sand, debris etc. from

the site to approved location, including loading

16 Stitch core cutting by Hilti or Equivalent tools for up to all

thick R.C.C. structure including removal and disposal off

all RCC material with all lead & lift with all labour,Tools,

machineries, required Scaffolding or platform etc.

complete as directed by engineer in charge.

a) 200 mm (8") Core dia. 13.00 6555.00 Rmt.

17 Grouting with 1:3 cement mortar for anchor bolt pockets 3.00 3587.13 m3

machine bases, pipe sleeves, pocket holes etc. including

roughening and cleaning of concrete surfaces curing etc.

Item Description Qty. Rate Unit Amount

18 Fixing of Rebar on concrete structure for connection with

new structure using Hilti/Fischer or equivalent technology

including all labour,tools & tackels temporary

arrangement, saftey measures etc. complete .

12 mm dia. Bar 10.00 230.00 No.

16 mm dia. Bar 10.00 690.00 No.

20 mm dia. Bar 10.00 1323.00 No.

19 Making connection to the ex. M.H. in running sewer incl.

Dewatering and other required machinery etc. of following

dia pipes at any convenient time. All damaged work shall

be well repaired as per instructions.etc. complete.

20 Drilling /Pushing of 900 mm dia Horizontal borehole for

Carrier pipeline under road incl all strata with required

length incl. fixing of 800 mm dia M.S.casing pipe with

pushing etc complete Providing & fixing size of pipe for

450 & 300 mm dia RCC carrier pipe under supervision of

authority incl. Provinding, supplying & fixing of spacer at

specified interval if required between Casing pipe and

carrier pipe,with all material labour

fabrication,hydraulic testing of pipe etc complete (for

Without water main & with MS Casing pipe - 800 mm dia, 75.00 22359.00 Rmt.

thickness:12 mm

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL & INST. WORKS ALONG

WITH COMPREHENSIVE REPAIR AND O&M WORK FOR 2 YEARS FOR STROM WATER PUMPING STATION

ATAT FALAKNUMA OF AHMEDABAD MUNICIPAL CORPORATION (AMC).

(C) COMPREHENSIVE OPERATION & MAINTENANCE

Item Item of Work Duration Unit Estimated Total

No. Unit Rates Amount For

(in Figures) Estimated

1.1.1 During First Year 5 Month 57,078

The works of this schedule comprises supply of all labour (including

reliever to ensure presence of specified type and no. of manpower per shift)

for comprehensive operations and maintenance of proposed SWPS of

AMC during O & M period from the date of successful commissioning.

Total staff salary for First year for Operation of 5 months (To be Deployed

During June to October),

a) Pump Operator - (Skilled Operator/Experience of Pumping Station) -

on round the clock basis

(June to October)

(Rs.625.51 x 365 /12=Rs.19,026*3Nos= Rs. 57,078/-) Rate inclusive of PF,

ESI, Bonus etc. as per prevailing labour laws and regulation policy.

1.1.2 Total of Manpower for Second Year (10% of Escalation on previous year) 5 Month 62,786

1.3.1 During First year 7 Month 54,577

Security Guard cum Helper cum Sweeper cum Mali (Physically Fit

Person) (on round the clock basis)

(To be Deployed During November to May)

(Rs.598.1 x 365 /12=Rs.18,192*3 Nos= Rs. 54,577/-) Rate inclusive of PF,

ESI, Bonus etc. as per prevailing labour laws and regulation policy.

1.3.2 Total of Manpower for Second Year (10% of Escalation on previous year) 7 Month 60,035

Comprehensive Maintenance & Repairs

2.1.1 Comprehensive repairing, spares and maintenance of entire works along 12 Month 2,870

with administration & management charges including running office, cost

of lubricants, consumables, spares, tools, statutory periodical approvals &

testing of eqipment, cleaning of Pump House etc. complete (except supply

of electric power and storm water) during O&M period for First Year.

(Covered under Defect Liablity Period for First Year and consumables @

0.5% of EMI cost).

2.1.2 Total of Comprehensive Maintenance, Repairing, Spares, Consumables etc. 12 Month 7,893

for Second Year (0.75% for Spares + 0.5% for consumables = 1.25% with

10% of Escalation on previous year).

E TOTAL COST FOR COMPREHENSIVE OPERATION &

MAINTENANCE (WITHOUT GST)

Signature of Contractor Addl. City Engineer (South West Zone)

Name : Ahmedabad Municipal Corporation

Company’s seal :