Construction of Storm Water Pumping Station at Ratan Lake (Ghuma area) including Electro-Mechanical Work, Providing and laying Rising main from Storm Water Pumping Station with Operation & Maintenance for two years in South West Zone of AMC area under NDMA

including Electro-Mechanical Work, Providing and laying Rising main from

Storm Water Pumping Station with Operation & Maintenance for two years

in South West Zone of AMC area under NDMA

Volume II: - Financial Bid

Section F: Schedule of Quantities & Rates

(1) Date of download Tender Documents : www.tender.nprocure.com

(2) Last date of online Tender Submission : Dt. 16/09/2026 upto 18.00 hours

(3) Last Date of submission of Blank tender : Dt. 17/09/2026 upto 16.00 hours by Speed

document, EMD & Tender Fee and Other Post or Registered Post AD, by courier or

documents. Hand delivery.

(4) Date of e-Tender (Technical Bid) Opening : Dt. 17/09/2026 at 17.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Construction of Storm Water Pumping Station at Ratan Lake (Ghuma area) including

Electro-Mechanical Work, Providing and laying Rising main from Storm Water

Pumping Station with Operation & Maintenance for two years in South West Zone of

AMC area under NDMA

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 19,52,115/-

Date of Opening of Tender :

Quoted Price in Rs. 19,52,11,489/-

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)

Estimated amount put to tender Rs. Estimated amount put to tender Rs.

Add ________ % above Rs. __________ Deduct ________ % below Rs. ___________

Total Rs. __________ Net Rs. ___________

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Tendered Cost for Construction of Storm Water Pumping Station at Ratan Lake

(Ghuma area) including Electro-Mechanical Work, Providing and laying Rising

main from Storm Water Pumping Station with Operation & Maintenance for two

years in South West Zone of AMC area under NDMA

Sr. No. Component Amount in Rs.

1 Construction of SWPS at Ratan Lake

(II) Mechanical work

(III) Electrical work

(IV) Instrumentation work

(V) Tools, Test equipements & Office equipments

2 Construction of HT room, LT room

3 Providing and Laying 1400 mm dia MS Rising main from SWPS

at Ratan Lake to Gota-Ghodhavi drain (L-2300 rmt.)

4 Miscellaneous civil work for SWPS at Ratan Lake

Total Capital Cost in Rs.

5 O & M COST FOR TWO YEARS

(I) Ratan Lake SWPS

Total O & M Cost in Rs.

Total cost of tender in Rs.

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation

Schedule of Quantities and Rates for

Construction of Storm Water Pumping Station by Well Sinking Adjacent to Ratan Pond in AMC area

Item Description Qty. Rate in Rs. Unit Amount

01 Providing fabricating and placing cutting edge and curbs as per 4.00 87934.00 MT

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

02 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 excavation by Sinking

For 10.0 mt internal dia well incl. Dewatering

1. 0 to 3 mt depth 3.00 62277.00 Rmt.

2. Beyond 3 mt up to 6 mt depth 3.00 67038.00 Rmt.

3. Beyond 6 mt up to 9 mt depth 3.00 71941.00 Rmt.

4. Beyond 9 mt up to 12 mt depth 3.00 74986.00 Rmt.

5. Beyond 12 mt up to 15 mt depth 3.00 78333.00 Rmt.

6. Beyond 15 mt up to 18 mt depth 2.00 83185.00 Rmt.

03 'Excavation for foundation for loose and soft soil including

sorting out and stacking of useful materials and disposing of

the excavated stuff up to 50 meter lead.

04 Extra over item no. 1 above for lead from 0 m to 5 Kms. as 2236.00 103.26 Cu.m.

05 Providing and laying controlled cement concrete M25 for 320.00 4699.98 3

bottom plug for well in dry condition, including ramming and

curing or under water by tremie or any other suitable method

06 Providing and casting in situ Controlled Cement Concrete M- 70.00 4707.60 Cu.m.

300 for Well curbs including necessary shuttering, laying,

vibrating and curing complete.

Item Description Qty. Rate in Rs. Unit Amount

07 Providing and casting in situ controlled Cement Concrete M- 808.00 5025.59 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 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. complete .for all water retaining

R.C.C. Footing, base slab (Raft) 49.00 8213.00 m3

R.C.C. walls 110.00 8083.00 m3

R.C.C Beams 20.00 8486.00 m3

RCC Column 7.00 9317.00 m3

R.C.C. Top slab 13.00 8213.00 m3

R.C.C. Staircase 6.00 8213.00 m3

09 Supplying cutting, bending, binding and placing in position 62.31 77504.00 MT

steel 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.

10 Providing and casting in situ C.C. in grade M-15 (approx. 138.00 4906.00 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. up to 6 meter depth or

height (excluding cost of reinforcement and neat finishing)

with centering and shuttering/deshuttering etc. comp. for

structure for other than water retaining. Footing (With form

11 Supplying, cleaning, cutting, bending, welding, fabricating, 1424.05 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 940.00 303.00 m2

cement plaster with OPC cement and water proofing agent on

inside of inlet chamber, screen chamber, grit chamber, wet

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.

Item Description Qty. Rate in Rs. Unit Amount

14 Providing and applying 20 mm thick sand faced cement plaster 140.00 300.66 m2

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

ground level consisting of 12 mm thick backing coat of C. M.

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

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

15 Providing and laying 50 mm thick cement concrete flooring in 79.00 360.51 m2

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

mm nominal size) including water proofing 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 chambers.

16 Wall painting (two coats) with plastic emulsion paint of 140.00 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.

17 Providing and fixing water tight construction or expansion 470.00 330.00 Rmt.

joints 150 mm. dia. Wide thin ribbed PVC.

18 Providing and fixing plastic moulded reinforced steps with 10 160.00 87.00 Nos

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

(vergin) etc. complete.

19 Brick work using common burnt clay building bricks having 5.00 4021.02 m3

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.

20 Providing and fixing 32 NB(42.16 mm OD pipe) Alluminium 25.00 4587.00 Rmt.

42 series railing system comprisies of vertical post 42.16 mm

OD & 4.85 mm thick , horizontal railing extruded pipe

mm OD & 35 mm thick ,standard height 1.1 mt. with top rail &

1 mid rail post to post dist. 1.5 mt. including structure fitting

consisting of alluminium casting of A356/LM 25 grade &

finish 10 to 15 micron anodise incl. all fixture etc. complete.

,which will be assemble with recessed set screw without

welding or threading etc complete.

21 Supplying & fixing insert plate of size 150 x 150 x 6 mm in 30.00 74.00 No.

wall alongwith ISA 100 x 100 x 8 mm angle in position for

support of vertical delivery pipe, as per drawing including

handling and transporting etc.complete.

22 Filling with available excavated earth (excluding rock) in 136.00 130.39 m3

trenches, plinth, sides of foundation in layers not exceeding

cm in depth consolidating each deposited layer by ramming

23 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 130.00 263.00 Nos.

16 mm dia. Bar 10.00 786.00 Nos.

20 mm dia. Bar 10.00 1506.00 Nos.

Item Description Qty. Rate in Rs. Unit Amount

24 Dewatering by pumping set of required capacity includlng 54586.00 18.32 HP/hr

temporary plaltform carting pumping at site and fixing the

same in position including all accessories and fuel and labour

25 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

26 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 charge.

RCC NP4 Pipe with OPC Cement

2400 mm dia. Pipe 30.00 37370.00 Rmt.

27 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

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

2400 mm dia. Pipe 30.00 1198.00 Rmt.

28 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

a) Upto 0.2 meter thickness (By Manual) 55.00 72.14 Smt.

b) Up to 0.30 meter (By any type of Breaker Machine or 55.00 180.36 Smt.

R.C.C.Cutter machine including cost of operator, fuel, &

transportation etc complete.

29 Providing, laying, spreading and compacting graded stone 30.00 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.

30 Refilling the pipeline trenches incl. ramming, watering, 1135.00 22.00 m3

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

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

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

any kind etc. complete.

32 Shoring or timbering for trench with 50 mm thick planks and 120.00 71.00 Sq.m

suitable size truts etc. complete.

Item Description Qty. Rate in Rs. Unit Amount

33 Construction of Inlet structure in M30 grade Concrete

including excavation, PCC M 15, RCC Wall and base slab,

TMT Fe500 Reinforcement, rubble pitching, 40 mm thick

flooring (1:2:4) & 20 mm thick plaster with water proofing

agent etc, complete.

RCC M 30 in OPC Cement

RC.C. Base Slab 54.00 8213.00 m3

40 mm thick cement concrete flooring 1:2:4 with water 67.00 308.03 m2

TMT Fe-500 Reinforcement 11.00 77504.00 MT

20 mm thick cement plaster with water proofing (1:3) 140.00 303.00 m2

Rubble Filling 91.00 2278.00 m3

PVC water stops 73.00 330.00 Rmt.

34 CI Flap Gate of following Size : Cast Iron Wall thimble

mounted flap gate as per Jash Statndard, Flap Gate , with round

Wall thimble, suitable for 5.0 m seating type designwater head

from IL of bottom of Gate Opening.

35 Supplying, cleaning, cutting, bending, welding, fabricating, 3585.00 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 Flap gate.

36 Demolition and disposal of unserviceable materials with all

Unreinforcement Cement Concrete 50.00 609.26 m3

37 Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift

38 Demolition of Brick work and stone masonry including 50.00 550.37 m3

stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift.(ii) In Cement Mortar.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 2 YEARS O&M FOR

STORM WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

1.1.1 MECHANICAL WORKS 4 Set 49,00,550.00

NON-CLOG SEWAGE SUBMERSIBLE PUMP MOTOR SET:

Supply, Installation (in Existing sump/wet well), Testing and Commissioning

(SITC) of Non-clog submersible pump of following duty parameters along with LV

AC submersible induction motor air filled dry type pump-motor set shall be of

materials of construction and must have all required accessories viz. automatic

coupling device, double guide pipes, chain with shackles, Submersible Power &

control cable (copper flexible & stranded type conductor of reqd. cores & size for

each pump motor set) & length of 20 m long each run with necessary electrical

termination connection at junction box / starter panels, RCC foundation with duck

foot bend for auto coupling & delivery bend and PMU etc. as per equipment data

sheet and detailed technical specifications and also including in scope any other

parts / accessories / fittings required to complete the work in all respects &

satisfactory operation of pump set.

Pump Capacity: 2400 m3/hr. (4W + 0S),

Max. RPM: 1000 &

Motor Rating: Minimum 225 kW (or higher as recommended by pump

Over all Minimum Acceptable Efficiency at Duty Point: 75%.

1.2.1 Supply & Testing of Non-clog submersible pump set (for store stand by) with all 2 Set 46,67,190

requirements and duty parameters as per item no 1.1.1 above and complete in all

respects etc. as per specification and & satisfactory operation of pump set.

SITC of CI/DI Electric Actuator operated Double Flanged, Sluice Valve

confirming to IS 14846, PN 1.0 of following sizes with SS 304 seat rings with hot

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

& complete the work in all respects.

Size: 700 mm NB (At delivery line of each Sub. NC Pumpset)

2.2.1 SITC of CI/DI double flanged Dual Plate Check Valve conforming to API 594, 4 Nos. 3,26,619.00

Class 125 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: 700 mm NB (At delivery line of each Sub. NC Pumpset)

2.3.1 SITC of Manually Gear Operated Horizontal shaft CI/DI DF Butterfly Valve, 1 No. 4,30,009.00

conforming to IS 13095 / BS EN 593, PN 1.0 with SS 304 renewable seat ring,

indicator, gear box with bolts, nuts & washers, gaskets, etc. as per specifications.

Size: 1200 mm NB (At common header line)

2.4.1 SITC of CI/ DI Temper proof Flanged Air Valve with Isolation Sluice Valve as 1 No. 41,452.00

per AWWA / IS 14845 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: 200 mm NB (At common header line)

3.1.1 SITC of Flange ends Expansion Bellow (PN 1.0) as per EJMA standards and as 4 Nos. 37,560.00

per specs. and complete in all respect.

Size : 700 mm NB X 300 mm L (At delivery line of each Sub. NC Pumpset)

3.1.2 --- Item description as above --- 1 No. 1,11,512.00

Size : 1200 mm NB X 300 mm L (At common header line)

4.1.1 CI DF PIPES 23600 kg. 58.00

Supply, installation, connection, testing and commissioning of double flanged

delivery CI pipes conforming to IS 1536 / 1537, Class B with connection and

complete in all respect.

Size: 700 mm dia. & onwards

4.2.1 CI DF FITTINGS 8450 kg. 58.00

Supply, installation, connection, testing and commissioning of Flanged delivery CI

Fittings and Specials like 90 deg. Bend, Blind Flanges, Reducer / Enlarger, Duck

foot bend, TEE, etc. conforming to IS 1538 and complete in all respect.

Size: 700 mm dia. & onwards

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

4.3.1 MS PIPES & SPECIALS 2 m 2,553.00

Supply, Gas cutting of pipe, Fabrication of reducer & expander, welding,

Installation, testing and commissioning of MS pipe, Specials, reducer, expander,

bend, TEE, etc. conforming to IS 3589 flanges confirming to IS 6392-PN-1.0,

fabricated from MS plate with necessary supports & anchoring. Pipe fabricated

from MS plate. (Excluding supply of flange) and complete in all respect.

Size : 219.1 mm OD x min. 6.3 mm Thk.

4.3.2 --- Item description as above --- 6 m 12,907.61

Size : 711 mm OD x min. 10.0 mm Thk.

4.3.3 --- Item description as above --- 25 m 27,636.75

Size : 1219 mm OD x min. 12.5 mm Thk.

4.4.1 Supply, Welding, Installation, Testing & Commissioning of MS flat machined 1 No. 1,640.00

faced flanges confirming to IS 6392 & drilled as per IS-1538 with drilling off

centre bolt holes and flange thickness as per PN 1.0 including cutting & welding.

Size : 200 mm NB (Drilled)

4.4.2 --- Item description as above --- 4 Nos. 7,450.00

Size : 700 mm NB (Drilled)

4.4.3 --- Item description as above --- 6 Nos. 17,800.00

Size : 1200 mm NB (Drilled)

4.4.4 --- Item description as above --- 1 No. 44,740.00

Size : 1200 mm NB (Drilled Blind)

4.4.5 --- Item description as above --- 1 No. 20,650.00

Size : 1400 mm NB (Drilled)

5.1.1 Flanged Joints of Pipes, Fittings and Specials: 40 Nos. 3,988.00

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

Specials Joints with all jointing materials, rubber packing, nut bolts, labour etc.for

complete connection.

Size : 700 mm dia.

5.1.2 --- Item description as above --- 6 Nos. 8,604.00

Size : 1200 mm dia.

6.1.1 SITC of Electrically Operated Chain Hoist & Electrically operated Trolley, 1 No. 4,34,890.00

suitable to operate on Mono Rail Girder having motorised motion in vertical lifting

& cross travel, manufactured as per IS:6547-1972-Class-II & IS-3177- Class-II,

complete with electrically operated chain hoist & Electically operated geared

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

cables from motor to starter panel and all other required accessories like limit

switches, panel, power supply system (Fastoon cable type), fasteners, epoxy

painting, etc. tested for over load as per IS complete as per specifications and

complete in all respect.

Capacity : 5 Ton. Min. (for Subm. Pump set - lowring & lifting)

'Lift : 19.5 m as mini. or as per site req.

Bay Length : 13.7 m min. or as per site req.

(w/o MONORAIL GIRDER & MS supporting structure)

Note: (1) Minimum as specified capacity or higher as per requirement such that

ECH capacity is min.1.25 times of the pump/motor OR single heaviest component

to be lifted within pump house.

6.1.2 --- Item description as above --- 1 No. 1,95,510.00

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

Lift : 14.00 m as mini. or as per site req.

Bay Length : 5.0 m or as per site req.

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

7.1.1 SITC of Box Type Manual mesh Screen having following size, made of SS 304 1 Set 3,93,050

material 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 100 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: 2000 mm (W-or actual chamber width as per site ) x 2500 mm (H) x

Box Size: 2000 mm (W-or actual screen width) x 300 mm (H) x 300 mm (D)

Opening: 50 mm x 50 mm sq. opening

Note : Screen suitable for 2100 mm wide screen chamber or to suit site

(w/o Guide channel & MS supporting structure)

8.1.1 SLUICE GATE 1 No. 18,76,460

SITC of Electric Actuator Gear operated C.I. Sluice Gate conforming to

AWWA C 501 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 : 2400 mm X 2400 mm - approx. 6.9 m spindle length (at inlet line) -

Conventional Bottom Closing or suitable Closing

9.1.1 Providing, Supply of Structure Steel at site of work with freight, loading, 3000 kg. 64.84

unloading carting, etc. including all taxes and duties complete such as joints,

channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates

(min. 6 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 3000 kg. 11.37

MS 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

10.1.1 SITC of Submersible Non Clog Portable Dewatering Pumpset with C.I. casing 2 Set 7,91,602.00

& CF8M impeller, 15 mtr SS lifting chain, 50m pair of cable for motor to starter

panel, suitable for 3Phase, 415 V, 50 Hz AC supply and min. motor rating as

indicated here below, Switch-Starter panel with PMU suitable inter lock for

winding protection, moisture controller for fault detection and auto stop facility,

with buit-in level switch for dry run protection and auto stop facility, 50 m suitable

size power supply cable to starter panel, GI/CI/MS pump stool and other required

accessories, etc. as per Specification and complete work in all respect.

Pump Capacity: 500 m3/hr., Head: 20 m, Max. RPM: 1500 &

Motor Rating: Minimum 45 kW or higher as recommended by pump manufacturer)

10.2.2 SITC of HDPE flexible Hose Pipes (6kg/cm2) in std. Length as per IS:14333-1996 200 m 2,067

or its latest revision, as per Specification and complete work in all respect.

Size : 315 mm OD

A TOTAL OF MECHANICAL WORK WITHOUT GST

Note : 2 nos. Store stand by Non-clog submersible pump set added as per instruction of E-I-C of AMC.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 2 YEARS O&M FOR STORM

WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

Item Description Qty. Unit Amount, Rs.

1.1 ELECTRICAL WORKS 1 Set 13,28,836.80

H.T. INDOOR SWITCH GEAR PANEL

SITC of 11 kV, 500 MVA, 630A, Indoor, Extensible type, Horizontal draw out, Motorised

spring charging mechanism, 3 breaker Vacuum Circuit Breaker Panel (1 No. Incomer +

Nos.outgoing), with EC grade copper busbars along with required Resin cast CT Dual

primary & secondary, Cl: 0.5/5P10, 15VA, Digital MFM with RS 485 with 3 Line Display,

Class-0.5s and PT (dual secondary) Cl:0.5/3P, min 200VA or higher for metering and

protection, 110V DC power pack for incoming & outgoing feeder, Annunciator, Hooter,

Indicating lamps, Numerical Protection relay

(Current & Voltage Based) with RS 485 with combined protection for 3O/C+1E/F, S/C, Under

& Over Voltage, Transformer Protection Aux. relay etc. High speed tripping relay, Trip ckt

supervision relay, Fuse failure relay, Digital Power factor meter, Ammeter, Voltmeter (Only

I/C), A/M switch suitable for PLC/SCADA etc. complete in all respects as per IS, Specification.

1.2 SITC of H.V. CABLES 100 Mtr. 2,217.96

SITC of 11 kV (E), 3C x 240 sq.mm., Aluminium, extruded innersheath, Armoured, XLPE

H.V Cable as per IS 7098 (part 2) and Tech. Specification.(Torrent HT Room to AMC

proposed HT Panel room, AMC HT Panel to TFR 1 & 2)

1.3 SITC of the Indoor Heat shrinkable Termination: 6 Nos. 4,798.00

SITC of Indoor H.T. cable end terminations Kit for 11 kV (E), 3C x 240 sq.mm. XLPE

armoured cable with all accessories as required.

2.1 DISTRIBUTION TRANSFORMER 2 Nos. 49,95,430.00

SITC of 1250kVA, 11/0.433 kV, Outdoor Transformer continuously rated, 3-phase, 50 Hz,

OFF Load Tap Changer, OCTC, ONAN cooled, copper double wound core type, vector group

Dyn11, Delta(HT)/Star(LT), Oil immersed winding with temperature rise in oil / winding 40/45

deg.C above design temperature with neutral brought out to connect to separate earthing

including Terminal arrangement bushing / cable Box on HT side and bus duct on LT side, first

fill of oil along with Fittings & accessories as per Energy efficiency Level-2 of IS:1180 (Part-

1):2021 and its latest ammendments and as per Tender Specification.

Note: Transformer shall be suitable for parallel operation. Minimum requirement shall

Both transformer shall have " Identical X/R ratio, phase angle shift, polarity, phase sequence,

frequency, position of tap changer. Turns ratio & voltage ratio".

2.2 (a) Supply and levelling of Switchyard & transformer yard using gravel, fine sand and other 75 Sq.m. 340.00

required filing material, enmarked for the Switchyard & Transformer yard including removing

of trees or boulders etc. if any. The general level of the yard shall be at a convenient level for

movement of man and material and it should match with FGL and as per Specification and Drg.

2.2 (b) Supply and Installation of GI Chain link fencing frames with L angle/Channel post around 30 RMt. 1,060.00

Switchyard & Transformer yard etc. as per Specification and Drg.

2.2 (c) SITC of 3.0 mtr wide gate with GI chain link as per Specification and Drg. 2 Nos. 10,660.00

2.3 LT BUS DUCT 30 Mtr. 20,543.40

SITC of 2000A, 4P, 415V Sandwich Aluminium Busduct with 3Phase + 100% N + 50%

Integral Earthing & 2 Runs of 50 x 6 mm Aluminium earthing. Design Temp. shall be 50°C &

suitable for Indoor (IP55) / outdoor (IP 65) application etc. with required termination adaptor

box for both end and with required necessary supporting structure etc. as required for

Transformers as per IS & Specifications complete in all respect.

SITC of 2000A, 415V FP (RYBN) set Copper Flexible (Braided) for both Transformer end and

for LT Panel panel end including required 90° bends, flange ends, Adopter boxes, Terminal

links etc. for Sandwich Aluminium Busduct as per IS & Specifications complete in all respect.

(The supplier has to check/measure the exact quantity prior to ordering as per site condition)

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 2 YEARS O&M FOR STORM

WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

Item Description Qty. Unit Amount, Rs.

3.1 LOW VOLTAGE (LT) PANEL BOARD (PMCC) : 1 Set 53,97,100.00

SITC of PMCC Panel (50kA), compartmentalised, 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) INCOMER 1&2: FP, 2000A, 50 KA Microprocessor EDO ACB LSIG with inbuilt RS

485 MODBUS communication with Digital Voltmeter with VSS, Digital Ammeter with ASS,

Resin Cast CT-Cl : 0.5,10VA, Digital MFM with RS 485 with 3 Line Display Cl. 0.5, Breaker

Control Switch (TNC), A/M SELECTOR switch, Indicating lamps, Push bottons etc,. with

electrical & mechanical interlocking between Incomers and buscoupler.

(1.1) Surge protection device, 3P + N, Type 2 for lightning/surge protection. Load sensing CT

in Incomer & Busbar for APFC Panel, Cl.-0.5. Constant voltage/control voltage transformer

1500VA, 415V/230V AC, with tapping +/-5% in steps of 2.5%, 32A DP MCB & 25A Power

(2) BUS-COUPLER: FP 2000A ACB (same as per Incomer)

(2.1) 2000A TPN, EC grade AL Main busbars. (Busbars size as per 50KA fault level and

Temperature rise with current density 0.8A/Sq.mm)

(3) TRANSFORMER FIXED COMPENSATION FEEDER (40 KVAr): 2 Sets: Each

comprising of 100A FP Thermal Magnetic MCCB, Ind. Lamp, with Capacitor duty contactor,

ON Delay timer, individual MCCB/MCB as per Tender SLD.

(4) 340 KVAR APFC POWER FEEDER: 2 NOS:

Each feeder comprising of 800A TPN TM ACB, 50kA with with Digital Ammeter, ASS, CT,

Breaker Control Switch (TNC), A/M switch, Indicating lamps, etc.complete in all respects.

(5) STAR-DELTA STARTER FOR 225 KW MOTOR (SUBM.) : 5 NOS (3 no. Working + rate incl in

1 no. Standby + 1 no. Spare): above price

Each feeder comprising of Star delta starter for 225KW or higher as per pump manufacturer

recommendation with 630A TPN MP MCCB (LSIG) with Adjustable O/L & Adjustable S/C

protection, 650A 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, 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 etc.

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).

(6) 63A TPN TM MCCB FEEDER : 2 Nos. (1 no. for EOT with ECH at P.H., 1no. for rate incl in

Spare) above price

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

(7) 32A TPN TM MCCB FEEDER : 2 Nos. :( 1 no. for EOT with ECH at Screen, 1 no.

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

(8) 63A TPN TM MCCB FEEDER FOR ALL MCB FEEDERS: 2 sets:

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

a) 4nos. 32A 'C' curve 4P MCB feeders (1no. for ICP/PLC Panel, 1no. for Indoor LDB, 2nos.

b) 4nos. 16A 'C' curve DP MCB feeders (2nos. for Tr. MB, 1 no. HT Panel., 1no. Spare)

c) 1 no. 32A 'C' curve 4P MCB with Time switch,32A contactor 4P,ON lamp feeders (for

d) 1no. LCS (PBS) with 16A FP MCB, indicating lamp,Push Button, A/M,L/R switch, SP

MCB, etc. (For 1 no. On Inlet Chamber)

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

NOTE: 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,MPR,Temp.Scanner

etc shall be with inbuilt RS

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 2 YEARS O&M FOR STORM

WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

Item Description Qty. Unit Amount, Rs.

3.2 SITC of 340 KVAR at 415V, APFC Panel,compartmentalised, Floor mounted, extensible type 2 Sets 9,77,820.39

on both sides with Horizontal bus bar arrangement as per site requirement & complete in all

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

(1.1) 800A, TPN, 50 KA TM ACB with Digital Voltmeter with VSS, Digital Ammeter with

ASS, Resin Cast CT- Cl : 1.0,10VA, Breaker Control Switch (TNC), A/M, L/R switch,

Indicating lamps, Push buttons etc. (1.2) Microprocessor based APFC Relay,144sq.mm,

STEP with RS-485 with minimum operating current 10mA.

2. OUTGOING CAPACITOR FEEDER:

Capacitor feeder of following rating comprising of TPN MCCB/MCB with ON & TRIP

Indication, Capacitor duty contactor,Heavy duty MPP / gas filled capacitor unit, A/M Switch,

ON Delay timer,ON / OFF Push button, ON, Auto & Manual Indication lamp etc. as per

Tender SLD& Specification.

(2.1) 75 KVAR FEEDER: 2NOS

(2.2) 50 KVAR FEEDER: 2NOS

(2.3) 20 KVAR FEEDER: 3 NOS

(2.4) 10 KVAR FEEDER: 1NO

(2.5) 5 KVAR FEEDER: 3 NOS, (2.6) 2 KVAR FEEDER: 2NOS

(2.7) 1 KVAR FEEDER:1NO, (2.8) Two nos. Vacant feeder suitable for 1-75KVAr and 1-

50KVAr to be provided.

NOTE: 1. cooling/exhaust fan : Heavy duty 8" Metalic Housing and Metal Impeller /

Blade / Vanes of Minimum2nos. or higher as required at the top of the panel with

2. For Capacitors of rating ≤ 5 KVAr only, All types viz. APP/MPP/Gas Filled are

3.3 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.)

3.4 SITC of LCS pushbutton station ON & OFF (E-stop) set complete with Enclosure, necessary 4 Nos. 2,008.47

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) (For Pump)

3.5 SITC of stand / wall mounting type Outdoor type MS Junction Box with canopy of MS Steel of 4 Nos. 2,542.37

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)

3.6 SITC of stand / wall mounting type Outdoor type MS Junction Box with canopy of MS Steel of 4 Nos. 2,542.37

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 power cable)

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 2 YEARS O&M FOR STORM

WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

Item Description Qty. Unit Amount, Rs.

4.1 LOW VOLTAGE (LT) CABLES 450 Mtr. 1,037.00

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

(IS 7098) AL / Cu stranded conductor, Extruded inner sheath 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 3C x 400 sq. mm. A2XFY(X) Cable (2R for each PMCC panel to 4 Nos. 225 KW

4.2 SITC of 3.5C x 185 sq. mm. A2XFY(X) Cable (3R for each PMCC panel to APFC panel -1 & 200 Mtr. 899.91

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

no.for EOT Crane at Pump House)

4.4 SITC of 4C x 2.5 sq. mm. 2XWY(X) Cable (4 nos. MOV at pump Delivery, 1 no. MOV on 550 Mtr. 269.67

Inlet Chamber, 1 no.for EOT with ECH at screen, 1 no.for ICP & 6 nos.for street light)

4.5 SITC of 2C x 2.5 sq. mm. Multi strand 2XWY(X) Cable (For 2 nos. Tr. Marshalling Box, 2 200 Mtr. 176.75

4.6 SITC of 5C x 2.5 sq.mm. 2XWY(X) Cable (For Pump-Motor LCS) 250 Mtr. 220.00

4.7 SITC of 10C x 2.5 sq.mm. 2XWY(X)Cable (2 Run Tr. to HT Panel control cable) 180 Mtr. 510.00

4.8 SITC of 12C x 1.5 sq.mm. 2XWY(X) Cable (4 nos. MOV at pump Delivery, 1 no. MOG at 300 Mtr 370.00

4.9 SITC of 10Triad x 1.0 sq.mm. individual triad and overall shielded with aluminum mylar tape 270 Mtr. 620.00

Signal Cable for RTD (winding & Bearing ) of motor.

5.1 CABLE END TERMINATION AND CONNECTION: 16 Nos. 1,370.00

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

sockets with necessary tools and equipment's 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 3C x 400 sq. mm. A2XFY(X) Cable (2R for each PMCC panel to 4 Nos. 225 KW

5.2 Same as above but, 3.5C x 185 sq. mm. A2XFY(X) Cable (3R for each PMCC panel to APFC 12 Nos. 622.00

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

LDB, 1 no.for EOT Crane at Pump House)

5.4 Same as above but, 4C x 2.5 sq. mm. 2XWY(X) Cable (4 nos. MOV at pump Delivery, 1 no. 26 Nos. 65.65

MOV on Inlet Chamber, 1 no.for EOT with ECH at screen, 1 no.for ICP & 6 nos.for street

5.5 Same as above but, 2C x 2.5 sq. mm. Multi strand 2XWY(X) Cable (For 2 nos. Tr. 8 Nos. 49.49

Marshalling Box, 2 nos. APFC CT)

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

5.7 Same as above but, 10C x 2.5 sq.mm. 2XWY(X)Cable (2 Run Tr. to HT Panel control cable) 8 Nos. 240.00

5.8 Same as above but, 12C x 1.5 sq.mm. 2XWY(X) Cable (4 nos. MOV at pump Delivery, 1 no. 20 Nos. 250.00

5.9 Same as above but, 10Triad x 1.0 sq.mm. individual triad and overall shielded with aluminum 8 Nos. 280.00

mylar tape Signal Cable for RTD (winding & Bearing ) of motor.

6.1 CABLE TRAY 80 Mtr. 694.88

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. All hardware shall be Electro-galvanized/ SS 304 complete in all respects as per

Specification. And including all accessories.

600 x 100 mm - Ladder type

6.2 300 x 100 mm - Ladder type 120 Mtr. 556.51

6.3 150 x 50 mm - Ladder type 200 Mtr. 278.76

6.4 Supply, laying and erection of 125 mm (ID) approved make Double Walled Corrugated pipes 50 Mtr. 325.00

(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. (For HT cable).

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 2 YEARS O&M FOR STORM

WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

Item Description Qty. Unit Amount, Rs.

6.5 Supply, laying and erection of 75 mm ID approved make Double Walled Corrugated pipes 150 Mtr. 144.00

(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 cable etc)

6.6 Making Trench/ excavation in soft soil of suitable width and of depth (minimum 750mm 150 Mtr. 46.46

depth (LT) & 1000mm for HT) for laying cable/ DWC pipe and back filling the same and

making the surface as normal ground as per IS & Ternder Specification/Drg. (For laying of

6.7 Cable Protection/ Covering in Trench: Cable Covering with second class bricks or cement 50 Mtr. 134.33

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.

7.1 CHEMICAL EARTHING SYSTEM 8 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 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 & of 3Mtr. length of Pipe with two nos. 25Kg.

bag of Back filling compound.. (2nos. for HT Panel, 2 nos. Each for neutral of Tr.-1 & 2, 2 nos.

for ICP earthing,)

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

7.2 SITC of Maintenance free chemical earthing with earthpit of minimum bore size dia. 225mm 12 Set 7,095.25

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. Each for Tr.1 & Tr.2 Body, 2nos. for LT Panel 2nos. for motor & 4nos. for

grid earthing & all elect. Equipments)

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

7.3(a) SITC of 50mm(w) x 8mm(T) etc. sizes as required, HOT dip galvanized GI Strip including 936 Kg. 77.77

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.

(50X8 G.I Strip wt.3.12 kg/m, 3.12x300Mt.=936kg.)

7.3(b) SITC of 25mm(w) x 3mm(T) etc. sizes as required, HOT dip galvanized GI Strip including 120 Kg. 77.77

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, 0.6x200Mt.=120Kg.)

7.3(c) SITC of 40mm(w) x 6mm(T) etc. sizes Copper Strip including supply & fixing of bolts, 150 Kg. 794.87

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

outside the building & interconnection with earth pit & Tr. nutral. (40X6 Cu. Strip, 1.88 Kg/m,

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

Bitumen shall be used at the place of joint/welding.

7.3(d) SITC of 25mm(w) x 3mm(T) etc. sizes Copper Strip including supply & fixing of bolts, 38 Kg. 794.87

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,

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)

7.3(e) SITC of HOT Dip Galvanized iron strip wire 8 SWG (For LDB, PDB, LCS,Street light pole 31 Kg. 77.77

(8 SWG G.I Strip, 0.103 Kg/m, 0.103 x 300Mt.=30.9)

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 2 YEARS O&M FOR STORM

WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

Item Description Qty. Unit Amount, Rs.

8.1 INTERNAL WIRING 80 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. Rigid PVC pipe

and accessories to be erected concealed in / to be run on surface / wall / ceiling with following

sizes as mentioned below. The unit rate wirings shall be with connector, PVC junction box,

wires, holder, ceiling rose, angle holder, switch, sockets, switch board, brass chromium /

cadmium plated machine screws, phase and neutral 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.

8.2 As per above but (b), SITC of Mains wiring with 3 wire 2.5 sq.mm as per tender specification 120 Mtr. 96.96

8.3 As per above but (c ), SITC of Mains wiring with 4 wire 1.5 sq.mm as per tender specification 120 Mtr. 86.86

8.4 As per above but (d), SITC of Mains wiring with 4 wire 2.5 sq.mm as per tender specification 150 Mtr. 120.19

8.5 SITC of Point wiring for Light / fan / Bell / Primary Point with 2nos. 1.5 sq. mm & earth wire 36 Nos. 329.26

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.

8.6 SITC of 6A independent Plug with 2nos. 1.5 sq.mm Cu. Mains size wiring & earthwire of 1.5 5 Nos. 290.88

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

(1no. at HT Room, 2nos. at LT Room, 2nos. at PH)

8.7 SITC of 6/16A independent Plug with 2nos. 4 sq.mm Cu. Mains size wiring & earthwire of 1.5 5 Nos. 570.65

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

(1no. at HT Room, 2nos. at LT Room, 2nos. at PH)

8.8 SITC of Single Phase 20A 3 Pin Matal clad Industrial Type Socket with plug top and 20A 3 Nos. 820.00

SPMCB, suitable for flush mounting, in 16 SWG MS box of suitable size and covered with

mm thick electrical grade hylam sheet or eqivalent ISI marked Electrical grade bakelite sheet

and earthing with 2.5 sq.mm insulated copper wire run inside the conduit including

interconnections etc. complete as required.

(1no. at HT Room, 2nos. at LT Room)

8.9 SITC of One 300/380 mm dia. Ex fan 16A independent Plug point near Ex. Fan with 2nos. 4 4 Nos. 570.65

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

grade FRLS PVC insulated multistrand copper wires with medium class Rigid PVC pipe and

accessories to be erected on wall / ceiling, complete with ISI marked 3Pin socket and tissino

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

3 mm thick PC(Polycarbonet) / Acrylic sheet. Plug point shall be near Ex.Fan.

( 2nos. at LT Room, 2nos. at PH)

8.10 SITC of 380mm sweep 1400 R.P.M exhaust fan, capacitor type, having double ball bearing, 4 Nos. 3,082.52

M.S.blades, mounting frame, forearms, suitable to operate on 230V,50 HZ AC supply

conforming to IS: 2312.Fan shall be painted with epoxy grey colour controlled by one 6 A flush

type switch on board and 6A plug point near Ex. fan.

( 2nos. at LT Room, 2nos. at PH)

8.11 SITC of Sheets steel powder coated weather proof enclosure with One no. 32A, 415V 4P MCB 2 Nos. 772.65

for Motor & Inductive load (C Curve) having 10 KA breaking capacity & confirms to IS:

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 2 YEARS O&M FOR STORM

WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

Item Description Qty. Unit Amount, Rs.

9.1 LED LIGHT FIXTURES & LIGHTING: 20 Nos. 589.84

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 < 10 %,

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

Luminaire 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

(10nos. for LT Room, 3nos. AMC HT room, 3nos. at Torrent HT Room, 4nos at PH)

9.2 Item description as per Sr. No. 8.1.1 SITC of 7 watts LED Lamps integral type,cool white 3 Nos. 112.11

with PC diffuser suitable for B22 LAMP holder

(2nos. for LT Room, 1no. AMC HT room)

9.3 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.

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

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 > 85 %.

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

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

For Indoor use: (Pump House)

9.5 SITC of 'B' class galvanised iron pipe 32 mm outside dia 45 cms long duly welded on 20 cms x 12 Nos. 558.53

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

necessary hardware materials duly painted for wall mounting indoor flood light fixtures on

Wall of Buildings & post top lantern.

10.1 EXTERNAL LIGHTING (Flood LIGHT): 8 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 > 85 %.

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

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

For Outdoor use:

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

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)

11.1 EXTERNAL LIGHTING (STREET LIGHT): 6 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

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 1.5 Mtr.single Arm bracket of medium duty MS pipe of

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.

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 2 YEARS O&M FOR STORM

WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

Item Description Qty. Unit Amount, Rs.

11.2 SITC of 70W LED Street light fittings with High power White LEDs wattage of 1Watt and 6 Nos. 5,976.17

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

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 > 85 %.

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

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

11.3 SITC of M-20 / 1:2:4 cement concrete foundation for Street light pole & 70 % PCC from 6 Nos. 1,292.80

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.

12.1 DIESEL GENERATOR SET FOR TEMPORERY DEWATERING PURPOSE: 1 Set 15,77,313.97

SITC of 250kVA at 415 V, 50 Hz, 3 Phase, 4 wire Prime power rating Diesel Generating Set at

design temperature at 40°C and 0.8 PF,complete with necessary controls and safety devices

confirming to relevent ISS/BSS with latest amendements. Diesel Engine shall be suitable for

continuous operation of generator set duty inclusive of fly wheel, air cleaner, radiator. fan with

guard, fuel pump, fuel filter, Electronic governor, auto main fail electrical starting starter

system, 12V battery, off line battery charger, Advanced digital controller, voltage regulator,

instrument panel, Hospital Grade type Exhaust silencer, suitable capacity fuel tank, protections

against low lubrication oil pressure, high water temperature.

Alternator shall be 415V, 3 phase, 50 Hz, 4 wire, 0.8 power factor, Insulation Class-H with

temperature rise limited F, self regulated, brushless type, drip proof confirming to IS:4722 with

latest amendments.

The engine and alternator shall be coupled over a sturdy common base frame. Floor

mounted,dust & vermin proof, indoor type, dry type air filter etc. as per tender specification and

complete in all respect as required. The scope also included for cable from DG set to AMF

panel in scope of contractor.

12.2 SITC of AMF panel suitable for 250 KVA 3 phase, 415V, AC diesel generating sets complete 1 Set 2,22,714.09

scope as detailed below:

Panel shall be Floor mounted, dust & vermin proof, indoor type Panel shall be consisting of

suitable rating ACB / MCCB (As per Tender), Electronic AMF cum Synchronizing Logic relay

(Nb2 or Equivalent) with minimum functions, 3Line Display MFM, digital voltmeter,

Ammeter, Power factor, frequency, hour meter, Emergency Stop PB, CTs, with Indication,

Alaram & Trip Annunciation, Selector switch, other accessories etc. as complete in all respect

13.1 SAFETY ACCESSORIES 4 Nos. 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 complete.

13.2 Supplying of standard first AID box with antiseptic cream, medicine for use on wounds due 3 Nos. 299.97

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)

13.3 Supply & fixing of printed instruction (First Aid) Chart both in English and Gujarati and duly 2 Nos. 130.29

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

13.4 Supplying & fixing of floor mounting stand for keeping four nos. of FIRE buckets comprising 2 Nos. 1,798.81

1500 mm in length, 900 mm height frame made out of 30mm X30 mm X 4 mm angle iron with

cross supports for legs, welded with 4 hooks and duly painted with one coat of red lead and two

coats of approved enamelled silver paint.

13.5 Supply and fixing of 20 W LED emergency light with maintenance free battery for 3 hours 1 No. 2,670.00

operation during mains power failure.

(1 no. for LT Room)

13.6 Supply and laying of Synthetic Insulating Mat of Class - B of min. thickness 2.5mm as per 3 Sq.mtr 3,081.51

IS:15652 and with good electrical insulation property for 11kV/22KV as per site requirement. .

13.7 Supply and laying of Synthetic Insulating Mat of Class - A of min. thickness 2mm as per 12 Sq.mtr 1,027.17

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

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 2 YEARS O&M FOR STORM

WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

Item Description Qty. Unit Amount, Rs.

13.8 Providing pair of rubber hand gloves ISI make suitable for working on 22 KV supply 1 No. 214.12

14.1 LIASONING CHARGES FOR OBTAINING NOC 1 Ls. 25,000.00

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 Client).

B TOTAL OF ELECTRICAL WORKS WITHOUT GST

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF INSTRUMENTATION WORKS WITH 2 YEARS O&M FOR STORM

WATER PUMPING STATION (SWPS) AT RATAN POND OF AMC.

NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

1.1.1 INSTRUMENTATION WORK: 4 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.

Range : 0 - 2.1 Kg/cm2 (at each pump's delivery side)

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

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 with 2 NOS. 12,802

15 mtr. Cable and WP Junction Box (at Upstream of Manual Screen for high level alarm

and 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 15m

3.1.1 ELECTRO MAGNETIC FLOWMETER 1 NO. 6,13,220

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: 1200 mm NB

Pipe Size : 1200 mm NB

Flow Measurement Range : 2000-10000 m3/ hr.

4.1.1 PLC BASED INSTRUMENT CONTROL PANEL 1 NO. 8,21,779

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 alongwith filter for harmonic, suitable rating SMF

batteries alongwith battery charger, cabling between UPS and battery and all other

accessories as per standard), etc. complete in all respects and as per specs PLC having

minimum I/O count of 40DI /20 DO / 4AI / 2AO.

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 Control 1 NO. 57,068

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

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

NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

5.1.1 INSTRUMENT CABLE & ACCESSORIES 100 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 300 Mtr. 427

5.1.3 SIGNAL CABLE 200 Mtr. 177

5.2.1 INSTRUMENT CABLE TRAY 20 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 18 NOS. 356

5.3.3 SIGNAL CABLE 8 NOS. 184

C TOTAL OF INSTRUMENTATION WORK WITHOUT GST

Signature of Contractor Additional City Engineer (Drainage Project)

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 AT RATAN

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,

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

2.0 LADDER 1 No 16,000

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 high strength.

3.1 OFFICE FURNITURE 1 No 8,000

Wooden Office Table of size 1200 mm length X 600 mm width

3.2 Steel Office chair 3 Nos 4,000

D GRAND TOTAL OF TOOLS, TEST EQUIPMENTS & OFFICE EQUIPMENTS

D GRAND TOTAL OF TOOLS, TEST EQUIPMENTS & OFFICE EQUIPMENTS

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

HT Room & LT Room at Ratan SWPS

Sr. Items Qty. Rate in Rs. Unit Amount in Rs.

1 Empty boring through all sorts of strata for providing 0.45 mt 200.00 380.74 Rmt.

diameter R.C.C. bored piles to required depth including providing

necessary casing pipe with all plants and equipments as required

2 Providing & laying controlled cement concrete M 300 for R.C.C. 35.00 4781.88 m3

bored piles of 0.45 m dia. including ramming,vibrating, curing and

finishing complete.

3 Providing & casting in-situ controlled cement concrete M 300 for 25.00 4981.89 m3

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

and finishing complete.

4 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 as

0 to 1.5 m depth 255.00 117.08 Cum

5 Extra over item no. 1 above for lead from 0 m to 5 Kms. as 60.00 103.26 m3

6 Extra over item no. 1 above for lead from 5 Kms to 10 Kms. as 60.00 150.63 m3

7 Filling with available excavated earth (excluding rock) in trenches, 50.00 130.39 Cum

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

consolidating each deposited layer by ramming and watering.

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

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

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

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

scaffolding centering, form work, needle vibrated

consolidation, curing comp. (excluding cost of reinforcement and

neat finishing) with centering and shuttering/deshuttering etc.

comp. for structure for other than water retaining. Footing

(with form work) 45.00 4906.00 Cum

(without form work) 10.00 4732.00 Cum

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

ingredients as per mix design by weigh batching using granite,

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

a) R.C.C. beams, lintels and bracket for gantry or chain pully 35.00 8347.00 Cum

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

b) R.C.C. slabs and platform 202.00 8077.00 Cum

c) R.C.C. columns 20.00 9195.00 Cum

d) R.C.C. footings & Raft 5.00 8077.00 Cum

e) Sump kerb, Staircase 5.00 8077.00 Cum

f) R.C.C. vertical Walls 10.00 7936.00 Cum

Sr. Items Qty. Rate in Rs. Unit Amount in Rs.

10 Supplying cutting, bending, binding and placing in position steel 37.00 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 up to

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

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

500 grade for all diameters.

11 Supplying, cleaning, cutting, bending, welding, fabricating, 3400.00 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

12 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

(ii) Ceiling 202.00 249.60 m2

13 20 mm thick sand faced cement plaster on walls upto height 10 320.00 300.66 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.

14 Brick work using common burnt clay building bricks having 60.00 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 as directed.

15 Brick work using common burnt clay building bricks having 35.00 4021.02 Cum

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

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

sand) including racking out joints, curing, scaffolding required if

any etc. complete, as directed.

16 Providing Half brick masonry in common burnt clay building 10.00 638.78 2

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.

17 Wall painting (two coats) with plastic emulsion paint of approved 320.00 79.22 2

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.

18 Distempering in 3 coats with oil bound distemper of approved 560.00 107.23 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

Sr. Items Qty. Rate in Rs. Unit Amount in Rs.

19 Applying two coats of Birla(white cement based) or Asian 880.00 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 smooth.

20 Providing and fixing iron doors including using the frames of 675.00 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.

21 Providing & fixing in position aluminium fully panelled doors with 3.00 3024.00 m2

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

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

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

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.

22 Providing and fixing window having extruded aluminum Colour 13.00 1583.95 m2

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

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

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

Section no. 8688, @ Wt. 1.07 Kg/mt), vertical member of size

92mm x 31.75mm x 1.50 mm (of Jindal Section no. 8933, @ Wt.

1.06 Kg/mt.) with sliding shutters of horizontal member size

40mm x 18mm x .29 mm (of Jindal section no. 8947 @ wt.

Kg/mt.) vertical member of size 40mm x 18mm x 1.29mm (of

Jindal Section no. 8949 @ wt. of 0.456 Kg/mt with 5 mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass

fixing to frame as per details etc.

23 Providing precast cement concrete jali or louvers 40 mm thick 3.00 646.60 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. Items Qty. Rate in Rs. Unit Amount in Rs.

24 Providing & fixing in position aluminium grill with 15 micron 16.00 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.

25 Providing and fixing rolling shutter of approved make made of 80 8.00 3503.41 m2

mm. wide M.S. laths inter lock together their entire length and

jointed together at the end locks mounted on specially designed

pipe shaft with bracket plates, guide channels and outside locking

with push- pull operation including the cost of hood cover and

spring etc. complete a)Shutters having width below 3.5 m.

26 Kota stone in Jams and Sills of the window and ventilation and 30.00 1279.00 m2

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

27 Providing throating or plaster drip and moulding to R.C.C window 36.00 41.66 Rmt

28 Painting two coats including priming coat on new steel & other 50.00 122.49 2

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

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

foreign matter.

29 Providing and fixing 50 cm wide M.S. Ladder fabricated from 10.00 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 50 mm

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

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

30 Providing and fixing PVC pipe of 6 Kg./cm2 of 160 mm dia for 20.00 1290.00 Rmt.

rain water pipe with shoe.

31 Providing and fixing 32 NB(42.16 mm OD pipe) Alluminium 42 25.00 4587.00 Rmt

series railing system comprisies of vertical post 42.16 mm OD &

4.85 mm thick , horizontal railing extruded pipe 42.16 mm OD &

35 mm thick ,standard height 1.1 mt. with top rail & 1 mid rail

post to post dist. 1.5 mt. including structure fitting consisting of

alluminium casting of A356/LM 25 grade & finish 10 to

micron anodise incl. all fixture etc. complete. ,which will be

assemble with recessed set screw without welding or threading etc

32 Providing and laying broken China Mosaic flooring for terrace 160.00 747.29 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 directed.

Sr. Items Qty. Rate in Rs. Unit Amount in Rs.

33 Providing and laying polished Kota stone slab flooring over 20 mm 140.00 992.66 m2

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

sand) laid over and jointed with grey cement slurry including

rubbing and polishing etc. complete at LT & HT & office room

34 Providing and laying polished Kota stone slab 25 mm thick in riser 11.00 1187.79 2

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. complete

35 Providing 100 mm x 100 mm size vata in cement concrete (1:2:4) 60.00 41.00 Rmt

including water proofing compounds,smooth finish, curing, etc.

36 Filling in plinth with sand under floors including watering 25.00 460.19 Cum

ramming, consolidating and dressing complete.

37 Filling in foundation & plinth with murrum or selected soil in 130.00 289.06 Cum

layers of 20 cm thickness including watering, ramming and

consolidating etc complete.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

SCHEDULE OF QUANTITIES AND RATES

PROVIDING AND LAYING 1400 MM DIA. MS RISING MAIN FROM RATAN POND STORM WATER

PUMPING STATION TO GOTA GODHAVI DRAIN

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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

02 Designing, Manufacturing, Lowering, Laying and Jointing MS pipe

as well as MS specials in accordance of IS:5822-1994 or its latest

edition in suitable lengths from MS plates (plates shall be as per IS :

2062-1992 or its latest edition of Grade 'B'-Fe 410), as per IS : 3589-

1991 or its latest edition including cutting, bending of plates to the

required shapes, welding by Submerged Arc Welding, having joints

with bevelled ends including ultrasonic and Radiographic at random

including inside zinc epoxy paint in two coats and 25 mm thick

guniting on outside in CM (1:3) under pressure with reinforcement as

per IS 1566 including mixing, curing etc. and hydraulic testing and

tolerances for outside diameter of pipe shell. Circularity test as per IS

: 3589-1991 and all other required tests, carting to the site of coating

and unloading, stacking, etc. including all taxes, duties, local taxes

etc. complete, as required.

i) 1422 mm Outside diameter 12.5 mm thick MS plate 2200.00 34342.00 Rmt

03 Supply, fabrication, transporting, including all taxes, insurance etc.

aligning & fixing in position flange ends and mild steel specials and

fixtures including in lining and out coating in accordance with IS :

5822-1994 or its latest edition from MS plates or coils (plate shall be

as per IS : 2062 as per its latest edition of Grade-B Fe-410 & coil

shall be as per IS : 10748 as per its latest edition). Pipe manufactured

shall be as per IS : 3589-2001 or its latest edition including cutting,

bending, drilling holes and complete welding. The rate also includes

supply of rubber packing, bolts, nuts etc. wherever required including

Radiographic testing or Ultrasonic testing in factory

M.S. specials flanged ends

Above 300 mm dia 30838.0 98.00 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 273.00 5520.00 m3

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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

prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS456

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

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

centering, form work, needle vibrated consolidation, curing comp.

(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) 7.00 4732.00 m3

06 Supplying cutting, bending, binding and placing in position steel as

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

binding wire for reservoirs/structures only including lift below G.L.

for all diameters

Do - deformed (TMT) bars confirming to relevant IS Fe - 500 2.00 77504.00 MT

grade for all diameters.

07 Refilling the pipeline trenches including ramming, watering, 15926.00 22.00 3

consolidating disposal of surplus stuff as directed within a radium of

08 Conveyance charge of earth, lime, murrum, building 'rubbish, manual

garbage, sludge, excavated rock, fly ash,'aggregate of any kind etc.

complete. Upto 5.0 Km lead

09 Providing, supplying, lowering and laying CI/DI Temper 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

10 Providing, supplying & 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)

11 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) 10684.00 72.14 Smt.

12 Providing, laying, spreading and compacting graded stone aggregate 2674.00 1146.95 3

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

Item Description Qty. Rate in Rs. Unit Amount in Rs.

13 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 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.

RCC Wall 42.00 8083.00 m3

RC.C. Top Slab 14.00 8213.00 m3

RC.C. Base Slab 14.00 8213.00 m3

d) TMT Fe-500 Reinforcement 7.59 77504.00 MT

e) 15 mm thick Inside Cement Plaster in CM 1 : 3 188.00 176.58 m2

f) FRC Manhole 6.00 2146.25 Nos.

g) Refilling 90.045 22.00 m3

h) PVC steps 54.00 87.00 Nos.

14 Supplying, cleaning, cutting, bending, welding, fabricating, erecting 1400.00 99.00 kg

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 Flap gate

15 Grouting with 1:3 cement ,sand mortar for anchor bolt pockets , 5.00 5178.00 3

machine bases,pipe sleeves,pockets holes,etc including roughning

and cleaning of concrete surfaces,curing etc complete.

16 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.

* 10 mm Dia. Bar 5.00 181.00 Nos

* 12 mm Dia. Bar 5.00 263.00 Nos

* 16 mm Dia. Bar 5.00 786.00 Nos

17 Demolition and disposal of unserviceable materials with all lead and

i) Unreinforcement Cement Concrete 10.00 609.26 m3

18 Demolition including stacking of serviceable materials and disposal

of unserviceable materials with all lead and lift

19 Demolition of Brick work and stone masonry including stacking of

serviceable materials and disposal of unserviceable materials with all

i) In Cement Mortar 11.03 550.40 m3

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Miscellaneous work at Ratan Pond SWPS

Item Description Qty. Rate in Rs. Unit Amount in Rs.

01 Empty boring to the required depth (measured from bottom of 710.00 380.74 Rmt

pile cap 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.)

02 Supplying, fabricating and placing in position MS liner made 15.00 47323.73 MT

of MS plate for initial length of cast-in-situ concrete piles

including all operation such as straightening, cutting, bending

to shape, welding, fabricating, driving, placing in position,

applying coat of primer and 2 coats of anticorrosive paint etc.

complete as per specification excluding temporary liner if

provided. Depth and thickness of liner as per drawing.

03 Providing and placing with tremie reinforced cement concrete 114.00 4612.17 m3

M25 grade in bored hole using 6 mm to 20 mm machine

crushed well graded stone aggregate, natural or crushed sand

of approved quality, Portland slag cement mixing in batch

mix plant, transport, curing, casting of pile of any dia cut off

level & chipping of pile up to cut off level, disposal of

chipped material with all leads & lifts, etc. complete as per

execution drawing & specification & as directed by engineer

In charge. Including mobilization, demobilization,

remobilization, transportation of required plant and

machineries if required. as directed by engineer in charge.

1) Excluding reinforcement, pile load test and M.S. Liners.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

04 Performing Integrity Test (low strain) on all vertical pile. The 71.00 819.38 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.

05 Excavation for foundation in sand, gravel, clay soft soils and 90.00 486.77 m3

murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.(A)

Depth upto 3.0 M. and up to all lead

06 Providing and casting in situ C.C. in grade M-15 (approx. 29.00 4906.00 Cu.m.

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 (with form work)

07 Providing and casting in-situ Reinforced Cement Concrete 9.00 4822.99 m3

M25 grade controlled cement concrete in pile cap and

retaining wall foundation using 6 mm to 20 mm machine

crushed well graded stone aggregate, sand of approved

quality, OPC 53 grade cement with contractor's own concrete

mix design as approved by AMC, etc. complete as per

The rate is inclusive of all materials, including necessary

dewatering, mixing in fully automatic batch mix plant,

transport, curing, vibrating, placing in position, shuttering,

formworks, deshuttering carefully, making good the damages,

fixing embedment, inserts, pockets, wherever necessary, with

all lead and lift with contractor's labour, tools & plants,

machineries, as required.

08 Providing and applying Coal Tar Epoxy protective paint in 80.00 161.00 m2

two coats of DFT 210 microns for foundations /concrete

surfaces in contact with soil complete as per Specifications

and as directed by the Engineer including all leads and lifts

etc. complete. (on Pile Cap)

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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

ingredients as per mix design by weigh batching using granite,

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

12 mm including scaffolding centering formwork, needle

vibrated consolidation, curing and hydrulic testing etc.

complete (excluding cost of reinforcement) with centering &

shuttering/ deshuttering etc. for all water retaining structures.

(a) RCC Footing 30.00 8077.00 Cu.m.

(b) RCC column 19.00 9195.00 Cu.m.

(c) RCC Beam 15.00 8347.00 Cu.m.

(d) RCC coping 13.00 8077.00 Cu.m.

10 Supplying cutting, bending, binding and placing in position

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

cost of steel and binding wire for reservoirs/structures only

including lift below G.L. for all diameters

Do - deformed (TMT) bars confirming to relevant IS Fe - 20.00 77504.00 MT

500 grade for all diameters.

11 Brick work using common burnt clay building bricks having 110.00 4295.99 Cu.m.

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

and plinth in cement mortar 1:6 (1 cement : 6 fine sand) etc.

complete for walls, parapets etc. at all levels

12 Providing and applying 15 mm thick cement plaster in single 601.00 224.79 m2

coat on brick / concrete work for interior plastering upto floor

two level finished even and smooth in Cement mortar 1 : 3 (1

cement : 3 sand) etc. complete as directed

13 Providing and applying 20 mm thick sand faced cement 644.00 300.66 m2

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

above ground level consisting of 12 mm thick backing coat of

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

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

14 Distempering in 2 coats with oil bound distemper of approved 1245.00 76.84 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.

15 Providing in line level plumb, fabricating and fixing three row 210.00 460.00 Rmt

horizontal barbed wire fencing and punched tape concertina

coil of 9 turns per meter of 610 mm diameter fixed with clips

on top of the angle iron posts. The punched tape concertina

coil having sharp barbs at every 25 mm spacing shall be

mm thick and 19 mm width and weighting 13 Kg./100 mtr.

(Average) as per manufacture's specification. The rate shall

also include providing and fixed 1.20 mt. total long MS angle

40 x 40 x 6 mm @ 3.00 mt. c/c spacing embedded in RCC

column, angle posts shall be painted with one coats of red

oxide and two coats of enamel paint of approved quality at top

of compound wall.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

16 Labour charges for writing of capital letter "AMC" in green 70.00 277.00 No.

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

per given detail in outside of compound wall as instructed by

Engineer in charge.

17 Manufacturing, supplying, laying and jointing 150 mm dia 70.00 367.00 Rmt.

RCC P2 Pipe of 0.3 m long as per IS-458 'specification for

compound wall and fixing as per directed by Engineer-in-

18 Fabricating and fixing in position MS structural section such

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

required size including fixing, welding and two coats of

approved 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 650.00 99.00 Kg.

19 Providing and Laying of Rubber Moulded Paver Block 1620.00 386.87 m2

Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape

(Usually Uni-Paver Blocks) using black trap good quality

aggregate of 20 mm nominal size for footpath, parking areas,

service lanes and other areas as mentioned in the drawing /

instruction of engineer in charge. Cost includes formworks

using rubber mould, Rate providing and laying paver blocks as

per required grading and specification. The paver block shall

be mechanically compacted. The work of paving blocks shall

be executed in line and level by skill mason of flooring work

only. It should be laid in such a way that the no cutting of the

paver block to be necessary. If cutting of paver block

necessary then it should be cut by machine only and carting.

The finished surface of the paver block shall have reasonably

good, plain finished. Paver blocks shall be compacted and

shall be relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5 cms thick

20 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H #REF!

Kerb block for Footpath in M-20 grade using 20 mm nominal

size black trap aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed finish/

formwork , mould with well equipped with vibratory system

for kerb stones of approved design including curing, etc.

complete, including the cost of formwork etc. complete. The

rate shall also include necessary cutting of asphalt, fixing the

Kerb stones in line and level on 5 cm thick sand bedding with

necessary equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb stone

fixed with Bituminous concrete Bituminous concrete / C.C.

mixed in proper position to flush with the road surface as

directed by Engineer in change to form a portable mixture.

(a) Laying on 5 Cms thick sand Bedding 80.00 354.40 Rmt

Item Description Qty. Rate in Rs. Unit Amount in Rs.

21 Providing & laying Trimix with dewatering machine and 150.00 48.70 m2

floater machine on constructed RCC work incl. cost of

machine and labour etc compact directed.

22 Making 15 mm groove in RCC work on road and filling it 38.00 27.05 Rmt

with polysulfide selant and finished it good incl. all labour

charges etc comp as directed.

23 Demolition and disposal of unserviceable materials with all 50.00 609.26 m3

lead and lift.(i) Unrenforcement cement concrete

24 Demolition including stacking of serviceable materials and 50.00 1057.85 m3

disposal of unserviceable maerials with all lead and lifts (b)

25 Demolation of Brick work and stone masonary including 50.00 550.40 m3

stacking of serviceable materials and disposal of unserviceable

materials with all lead and lift.(i) In cement mortar.

26 Dismentaling steel work including distempering and stacking 100.00 3.67 Kg.

the material with all lead and lift.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL & INST. WORKS WITH

2 YEAR O&M WORK FOR STROM WATER PUMPING STATION (SWPS) AT RATAN POND OF

AHMEDABAD MUNICIPAL CORPORATION (AMC)

(C) COMPREHENSIVE OPERATION & MAINTENANCE

Item Unit Rates

Item of Work Duration Unit For

1.1.1 During First Year 5 Month 56,271

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 SWPS at

RATAN POND 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)

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 5 Month 61,899

1.2.1 During First year 7 Month 53,770

Security Guard cum Helper cum Sweeper cum Mali (Physically

Fit Person) (on round the clock basis)

(To be Deployed During November to May)

inclusive of PF, ESI, Bonus etc. as per prevailing labour laws and

regulation policy.

1.2.2 Total of Manpower for Second Year (10% of Escalation on previous 7 Month 59,148

Comprehensive Maintenance & Repairs

2.1.1 Comprehensive repairing, spares and maintenance of entire works 12 Month 27,820

along 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, 12 Month 76,505

Consumables etc. for Second Year (0.75% for Spares + 0.5% for

consumables = 1.25% with 10% of Escalation on previous year).

3.1 Monthly charges for SIM card for remote data transmittion to central 24 Month 500

SCADA of client / AMC.

E TOTAL COST FOR COMPREHENSIVE OPERATION &

MAINTENANCE (WITHOUT GST)

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :