Construction of Storm Water Pumping Station for interlinking of lakes in TP Scheme No. 301, FP-251/1, 2 of Hebatpur area in the North West Zone of AMC Area

(4) Date of e-Tender (Technical Bid) Opening : Dt. 13/10/2026 at 17.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Construction of Storm Water Pumping Station for interlinking of lakes

in TP Scheme No. 301, FP-251/1, 2 of Hebatpur area

in the North West Zone of AMC Area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 8,80,082/-

Date of Opening of Tender :

Quoted Price in Rs. 8,80,08,169/-

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 for interlinking of lakes

in TP Scheme No. 301, FP-251/1, 2 of Hebatpur area

in the North West Zone of AMC Area

Sr. No. Component Amount (Rs.)

1 Construction of Storm Water Pumping Station in FP-251/1 of

(II) Mechanical work

(III) Electrical work

(IV) Instrumentation work

(V) Tools, Test equipements & Office equipments

3 Construction of L.T. Room, H.T. Breaker Room

4 Providing and Laying 1200 mm dia MS Rising main from SWPS in

TP-301 (Hebatpur) to Gota-Ghodhavi drain (L-600 mt)

5 Pipe Pushing Work of 1800 mm dia RCC NP4 Pipe for Crossing

1200 mm dia MS Rising main under S P Ring Road

6 Construction of Compound Wall & Miscellaneous work at SWPS

7 O & M COST FOR FIVE YEARS

(I) Storm water pumping station in TP-301

Total cost of (A+B)

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 in FP 251/1 of TP-301 Hebatpur Area (Civil work)

Items Discription of Items Qty. Rate in Rs Unit Amount in Rs.

1 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.

2 Filling with available excavated earth (excluding rock) in 1160.00 130.39 m3

trenches, plinth, sides of foundation in layers not

exceeding 20 cm in depth consolidating each deposited

layer by ramming and watering.

3 Carting of materials such as murum, earth, kapchi, gravel,

brick bats, kankar, sand, debris etc. from the site to

approved location, including loading, unloading, stacking

and spreading etc. complete.

4 Providing and casting in situ C.C. in grade M-15 (approx. 90.00 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.

(excluding cost of reinforcement and neat finishing) with

centering and shuttering/deshuttering etc. comp. for

structure for other than water retaining. Footing (with

5 Providing and casting in situ C.C. in grade M-15 (approx. 140.00 4732.00 m3

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

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

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

for RCC work, including scaffolding centering, form

work, needle vibrated consolidation, curing comp.

(excluding cost of reinforcement and neat finishing) with

centering and shuttering/deshuttering etc. comp. for

structure for other than water retaining. Footing (without

Items Discription of Items Qty. Rate in Rs Unit Amount in Rs.

6 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 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

a) R.C.C. slab and footings 151.00 8213.00 m3

b) R.C.C. walls and baffle wall 440.00 8083.00 m3

c) R.C.C Beams 20.00 8486.00 m3

d) Fillet 5.00 8213.00 m3

e) R.C.C. Pedestal 5.00 8213.00 m3

f) Column 4.00 9317.00 m3

g) R.C.C. Top slab 23.00 8213.00 m3

h) R.C.C. staircase 1.00 8213.00 m3

7 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) R.C.C. beams, lintels and bracket for gantry or chain 20.00 8347.00 m3

pully blocks, plinth beams, tie beams.

b) R.C.C. slabs and platform 16.00 8077.00 m3

c) R.C.C. weather shed, pardi & staircase 1.00 8266.00 m3

d) R.C.C. columns 13.00 9195.00 m3

e) R.C.C. footing 1.00 8077.00 m3

8 Providing and casting in situ C.C. in grade M-20 12.00 5520.00 m3

(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) (including cost of

9 Providing F.R.C. MH seat cover incl. carting to the work site 1.00 2146.25 No.

etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &

Frames Cover: 728mmø & 100 mm thick circular cover,

35.00MT load design,100 x 2mm MS flat all round,16mm

øplain round bar for lifting the cover & should be fitted

with plastic cups. Frame:560mm ø clear opening, -888 x

888 x 175mm. On the upper periphery off rame 25x3 mm

wide MS flat should be well embed in concrete to protect

the edges off rame. FRCE.H.D.-35 manhole cover & frame

described as above.

Items Discription of Items Qty. Rate in Rs Unit Amount in Rs.

10 Supplying cutting, bending, binding and placing in position 75.00 77504.00 MT

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

cost of steel and binding wire for reservoirs/structures

only including lift below G.L. for all diameters.

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

- 500 grade for all diameters.

11 Brick work using common burnt clay building bricks having 20.00 4021.02 m3

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

foundation and plinth in cement mortar 1:6 (1 cement :

12 Brick work using common burnt clay building bricks having 45.00 4295.99 m3

crushing strength not less than 35 kg/cm2 in

superstructure and parapet in cement mortar 1:6 (1

cement : 6 coarse sand)

13 Half brick masonary in common burnt clay building bricks 5.00 640.33 m2

having crushing strength not less than 35 Kg./sq.cm. in

cement mortar (1:4) in super structure

14 Providing and applying with two coats 20 mm thick inside 600.00 303.00 m2

cement plaster with water proofing agent on inside of

sump 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.

15 Providing and applying 20 mm thick sand faced cement 420.00 300.66 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

16 Providing and applying 15 mm thick cement plaster in 250.00 224.79 m2

single 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

17 Providing and applying 10 mm thick cement plaster in 110.00 128.86 m2

single 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

18 Providing and laying 40 mm thick cement concrete flooring 100.00 308.03 m2

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

aggregate 20 mm nominal size) including water proofing

compound finishing with a floating of neat cement etc.

complete laid in one layer finished including necessary

curing at bottom of Sump

19 Providing and laying 40 mm thick heavy duty cement 100.00 383.78 m2

concrete flooring in 1:2:4 (1 cement : 2 coarse sand :

graded stone aggregate 20 mm nominal size) with ironite

powder including finishing with a floating of neat cement

Items Discription of Items Qty. Rate in Rs Unit Amount in Rs.

20 Distempering in 3 coats with oil bound distemper of 360.00 107.23 m2

approved 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 on interior wall surface for Room.

21 Wall painting (two coats) with plastic emulsion paint of 420.00 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.

22 Providing and fixing iron doors including using the frames 400.00 99.00 Kg

of 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.

23 Providing and fixing window having extruded aluminum 13.00 1583.95 m2

Colour 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

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

24 Providing and fixing standard extruded of alluminimum 9.00 1175.56 m2

section of size 63mm x 38.10mm x 1.2mm (Jindal Section :

2434, @ Wt. 0.643 Kg/mt.) with colour powder coated

alluminium frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

Items Discription of Items Qty. Rate in Rs Unit Amount in Rs.

25 Providing & fixing in position aluminium grill with 15 22.00 1974.00 m2

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 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.

26 Providing and fixing rolling shutter of approved make 5.00 3503.41 m2

made of 80 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.

a) Shutters having width below 3.5 m.

27 Providing and fixing 40mm dia. GI pipe medium weight 21.00 1784.00 Rmt

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

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

long with three rows of pipes as railing including necessary

painting with two coats of approved quality oil paint over

one coat of approved primer including necessary welding,

bolting required, if any.

28 Providing and fixing in position PVC vent pipes of 160 mm 30.00 1290.00 Rmt

dia 3 m length.

29 Providing and fixing MS grating with 8 mm thick 50 mm 15.00 12590.00 m2

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

and wherever directed including two coats of approved

quality oil paint with one coat of primer red oxide etc.

30 Supplying, cleaning, cutting, bending, welding, fabricating, 4010.00 99.00 Kg

erecting structural steel in position irrespective of

locations and levels as per drawing including handling and

transport etc. complete including applying two coats of

primer red oxide and two coats of approved quality of

paint over it etc. complete as directed for gentry girder,

platform, stairs, chequered plate for cable trench etc.

31 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.

Items Discription of Items Qty. Rate in Rs Unit Amount in Rs.

32 Providing, Cement vata (10cm. X 10cm. size) quarter round 49.00 23.68 Rmt

in cement motar 1:1 including neat cement finishing,

watering etc. complete

33 Providing 100 mm x 100 mm size vata in cement concrete 40.00 41.00 Rmt

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

finish, curing, etc. complete for the internal side of the

34 Providing and fixing water tight construction or expansion 600.00 330.00 Rmt.

joints 150 mm. dia. Wide thin ribbed PVC.

35 Providing and fixing plastic moulded reinforced steps with 54.00 87.00 No.

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

material (vergin) etc. complete.

36 Providing & fixing 50 cm wide MS ladder (without safety 10.00 2950.00 Rmt.

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

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

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

with welding anchoring and 3 coats anticorrsive paint.

37 Dewatering by pumping set of required capacity includlng 16380.00 18.32 HP/hr

temporary plaltform carting pumping at site and fixing the

same in position including all accessories and fuel and

labour etc. complete.

38 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

39 Extra rate over item of excavation of earth if excavation is 510.00 18.04 m3

to be done in wet condition without resorting to pumping

out incl. of bailing out of water.

40 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 NP3 Pipe with OPC Cement

300 mm dia. for Curb inlet 60.00 747.00 Rmt.

RCC NP4 Pipe with OPC Cement

2200 mm dia. Pipe 50.00 24990.00 Rmt.

Items Discription of Items Qty. Rate in Rs Unit Amount in Rs.

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

diameters in proper position, grade and alignment at all

level as directed by Engineer-in-charge including

conveyance from stores to site of work, labour, giving

hydraulic testing as per lSI code.

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

300 mm dia. Pipe 60.00 119.00 Rmt.

2200 mm dia. Pipe 50.00 972.00 Rmt.

42 Constructing curb inlet with catch basin of size 0.75 x

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

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

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

cement plaster in CM (1:3), including perforated precast

concrete Extra heavy duty (EHD) 35 type frame & cover

incl. carting to the work site & fixing , Coping in M25, PVC

foot steps etc. complete.

i) Curb inlet with catch basin 4.00 11370.00 No.

43 Construction of chambers in RCC M30 with Ordinary

Portland cement with TMT Fe-500 reinforcement, PCC150

mm thick in M 15,15 mm thick inside cement plaster in

C.M.1:3 and depth of chamber from G.L. to pipe invert

level including complete civil works and inclusive of the

cost of of excavation, refilling and PVC foot steps including

providing RCC Slab in one single piece with fixing of FRC

(heavy duty) manhole frame and cover or RCC 25 Precast

slab in parts ith ke hole etc complete

RCC Wall 40.00 8083.00 m3

RC.C. Top Slab 11.00 8213.00 m3

RC.C. Base Slab 11.00 8213.00 m3

d) TMT Fe-500 Reinforcement 7.00 77504.00 MT

e) 15 mm thick Inside Cement 83.00 176.58 m2

Plaster in CM 1 :

f) FRC Manhole 1.00 2146.25 Nos.

g) Refilling 50.00 22.00 m3

h) PVC steps 17.00 87.00 Nos.

44 Refilling the pipeline trenches incl. ramming, watering, 1405.00 22.00 m3

consolidating desposal of surplus stuff as directed within

a radius of 3 km.

Items Discription of Items Qty. Rate in Rs Unit Amount in Rs.

45 Shoring or timbering for trench with 50 mm thick planks 420.00 71.00 Sq.m

and suitable size truts etc. complete.

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation

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

WORKS WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF

AHMEDABAD MUNICIPAL CORPORATION (AMC).

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

1.1.1 MECHANICAL WORKS 3 Set 20,44,580

NON-CLOG SEWAGE SUBMERSIBLE PUMP MOTOR SET:

Supply, Installation, 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, 12 m lifting chain with shackles,

Submersible Power & control cable (copper flexible & stranded type

conductor of reqd. cores & size for each pump motor set) & length of 15 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

Pump Capacity: 2400 m3/hr,

Max. RPM: 1000 &

Motor Rating: Minimum 132 kW (or higher as recommended by pump

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

2.1.1 VALVES: 3 Nos. 3,61,944

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: 600 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 3 Nos. 2,17,494

API 594, 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: 600 mm NB (At delivery line of each Sub. NC Pumpset)

2.3.1 SITC of Electric Actuator operated Horizontal shaft CI / DI double 1 No. 5,30,200

flanged Butterfly Valve conforming to IS 13095 / BS EN 593, PN

with SS 304 renewable seat ring , indicator, gear box with bolts, nuts &

washers, gaskets, etc. as per specifications and complete in all respect.

Size: 900 mm NB - (On Header of each Subm. pump)

3.1.1 SITC of Flange ends Expansion Bellow (PN 1.0) as per EJMA standards 3 Nos. 29,280

and as per specs. and complete in all respect.

Size : 600 mm NB X 300 mm L (At delivery line of each Sub. NC

3.1.2 --- Item description as above --- 1 No. 53,976

Size : 900 mm NB X 300 mm L (At header line for Sub. NC Pumpsets)

4.1.1 DI PIPES 9300 kg 158.00

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

with connections complete for delivery and header lines and as per

specifications. The scope also includes connection with main

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

Size: 350 mm dia. & above

4.2.1 DI FITTINGS 5150 kg 158.00

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

commissioning of double flanged DI Fittings and Specials like 90 deg.

Bend, Drilled / Drilled Blind Flanges, Reducer / enlarger, Tee, etc. as

required to complete the piping and connection of pumps with

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

Size: 350 mm dia. & above

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

5.1.1 Flanged Joints of Pipes, Fittings and Specials: 21 Nos. 3,217

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

Specials Joints with all jointing materials, rubber packing, nut bolts,

labour etc.for complete connection.

Size: 600 mm dia.

5.1.2 --- Item description as above --- 9 Nos. 5,954

Size: 900 mm dia.

5.1.3 --- Item description as above --- 1 No. 8,604

Size: 1200 mm dia.

6.1.1 SINGLE GIRDER EOT CRANE: 1 Set 6,08,250

SITC of Single girder type E.O.T. crane with electrically operated hoist, class

II duty, geared travelling trolly with lift as specified here below complete with

long travel rail track (40 sq.mm. bar), moving or cross girder, all three motions

electrically operated by suitable rating motor IP54, control panel, & down

pendant control block, brake, safety device, cables from motor to starter panel

& other required accessoaries & manufactured and tested as per IS-807, IS-

3938 & IS-3177, class-II, as per IS & Specs and complete in all respect.

Capacity: min. 5.0 Ton, (at Pump House)

Span: approx. 8.5 m (or as per site)

Lift: 15.0 m (or as per site)

Bay length: App. 9.0 m (or as per site)

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

EOT crane capacity is min.1.25 times of the pump set or single heaviest

component to be lifted within Sump / pump house.

6.2.1 MONORAIL EOT WITH ELECTRIC CHAIN HOIST 1 Set 1,85,750

SITC of Electrically Operated Chain Hoist & Electrically operated Trolley,

suitable to operate on Mono Rail Girder having motorised motion, mfg. as per

IS:6547-1972-Class-II & IS-3177- Class-II, complete with brake, chain-gear,

motors, safety device, pendant push button, starter panel, cables from motor to

starter panel and all other required accessories like limit switches, power

supply system (Fastoon cable type), fasteners, epoxy painting, etc. tested for

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

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

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

Bay Length : 7.5 m or as per site req.

(w/o MONORAIL GIRDER & MS supporting structure)

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

EOT with ECH capacity is min.1.25 times of the screen OR single heaviest

component to be lifted within pump house.

7.1.1 SITC of Box Type Manual mesh Screen having following size, made of SS 1 Set 5,64,210

304 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 150 mm dia. at every 1.5 m

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

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

Screen Size: 2400 mm (W-or actual chamber width as per site ) x 2400 mm

Box Size: 2400 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 2500 mm wide screen chamber or to suit site

(w/o Guide channel & MS supporting structure)

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

8.1.1 SITC of Electric Actuator Gear operated C.I. Sluice Gate conforming 1 Set 34,58,770

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

Gate Size : 2200 mm X 2200 mm - approx. 6.4 m spindle length (at inlet

line - with suitable closure as per specification)

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

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. 8 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 2000 kg. 11.365

section of 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 specification.

A TOTAL OF MECHANICAL WORK WITHOUT GST

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

1.1 ELECTRICAL WORK: 1 Set 1,20,663.00

11 kV SWITCHYARD / TWO POLE (DP) STRUCTURE:

Supply, Installation, Testing and Commissioning of 11 kV, 3 Phase, 50 Hz, Two Pole

Structure made of 6" X 3" 'I' section girder having min. 9mtr. length, 4" X 2" M.S.

channels, angles, clamps, nuts, bolts, stay wires including earthing system etc.

suitable for erection of following / indicated accessories duly connected with ACSR

conductor as per approved drawings & in compliance with requirements of IS/IEC /

Power Supply Co.:

(a) 11kV 200A DO (drop out) fuses with S.R.B.P. tubes carries (03 nos.)

(b) 11kV 400A G.O.D. switch complete with insulators, operating handle with

galvanized pipe, square bar etc. (01 set)

(c) 11kV lightning arrestors with clamps (03 nos.)

(d) 11kV shackle (Disc/Pin/Post) as required insulators (06 nos.)

(e) ACSR Dog Conductor (mini. 30Mt.)

(f) 11 kV fiber operating rod

(g) 20 mm dia. GI stay sets (2 sets), required foundation etc.

and to be painted with two coat of red oxide and final two coat of Aluminium paint at

site as per IS, Specification and Drg.

2.1 11kV OUTDOOR RING MAIN UNIT (RMU) 1 Set 4,41,395.00

Supply, installation, testing & commissioning Outdoor type 11 KV,

Amps. 21 kA for 3 second SF6 type extensible and motorized one way

smart Ring Main Unit (RMU) complete with VCB and FPI as per IS.

2.2 H.T. INDOOR SWITCH GEAR PANEL 1 Set 13,28,836.80

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 + 2 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 for Incomer & outgoing feeder, Ammeter, Voltmeter (Only I/C), A/M switch

suitable for PLC/SCADA etc. complete in all respects as per IS, Specification.

2.3 SITC of H.V. CABLES 100 Mtr. 2,140.19

(a) Supply 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.

(Form PSC DP structure to Client DP structure, Client DP structure to HT Panel, HT

Panel to Transformer 1 & 2)

2.3 Laying, testing and commissioning of above cable 100 Mtr. 77.77

2.4(a) SITC of the Indoor Heat shrinkable Termination: 7 Nos. 4,798.00

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

XLPE armoured cable.

2.4(b) SITC of the Outdoor Heat shrinkable Termination: 3 Nos. 6,763.00

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

XLPE armoured cable.

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

3.1 DISTRIBUTION TRANSFORMER 2 Nos. 9,81,864

SITC of 500 kVA, 11/0.433 kV, Oil filled, 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 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 be as below:

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

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

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

other 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.

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

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

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

4.1 LOW VOLTAGE (LT) PANEL BOARD (PMCC) : 1 Set 25,63,900.00

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, 800A, 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, L/R 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 contactor.

(2) BUS-COUPLER: FP 800A ACB (same as per Incomer)

(2.1) 800A 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 (15 KVAr): 2 Sets: Each

comprising of 32A FP Thermal Magnetic MCCB, Ind. Lamp, with Capacitor duty

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

(4) 210 KVAR APFC POWER FEEDER: 2 NOS:

Each feeder comprising of 500A TPN TM MCCB, 50kA with Digital Ammeter, ASS, CT,

Indicating lamp, etc.complete in all respects.

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

(5) STAR-DELTA STARTER FOR 132 KW MOTOR (SUBM.) : 4 NOS rate incl in

(2W+1S+1 Spare) : above price

Each feeder comprising of Star delta starter for 132KW or higher as per pump

manufacturer recommendation with 500A TPN MP MCCB (LSIG) with Adjustable

O/L & Adjustable S/C protection, 300A AC3 duty contactors (3 Nos), O/L Relay, star-

delta timer, MFM with RS-485, Resin Cast CT Cl: 0.5, MPR with RS-485, CBCT,

SPP, PMU as per pump vendor reco., A/M, L/R switch, ON, OFF, TRIP Indication &

Start, E-Stop & Reset pushbutton etc. for S/D starter. complete in all respects. &

LCS (PBS) for Actuator-valve with 16A FP MCB, open,close,stop PB,

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

(6) 63A TPN TM MCCB FEEDER : 2 Nos. (1 no. for EOT Crane at Pump House, rate incl in

1no. Spare) above price

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

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

screen, 1no. Spare)

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

(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,

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

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

for Outdoor LDB)

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

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

(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 AND INSTRUMENTATION WORKS

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

4.2 SITC of 210 KVAR at 415V, APFC Panel,compartmentalised, Floor mounted, extensible 2 Sets 6,09,339.97

type 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 500A, TPN, 50 KA TM MCCB with Digital Voltmeter with VSS, Digital Ammeter

with ASS, Resin Cast CT- Cl: 1.0, 10VA, A/M switch, ON, Trip, Auto & Manual

Indication lamps, Push buttons etc.

1.2 Microprocessor based APFC Relay,144sq.mm, 16 STEP with RS 485 with minimum

operating current 10mA.

2. OUTGOING CAPACITOR FEEDER:

All Capacitor feeder of following rating comprising of TPN MCCB/MCB with Capacitor

duty contactor, Heavy duty MPP / gas filled capacitor unit, ON Delay timer, A/M Switch,

Start, E-Stop Push button, ON, Auto/Manual Indication lamps etc. as per Tender SLD &

2.1 50 KVAR FEEDER WITH 125A MCCB, ON & TRIP Indication: 2 NOS

2.2 25 KVAR FEEDER WITH 63A MCCB, ON & TRIP Indication: 2 NOS

2.3 20 KVAR FEEDER WITH 63A MCCB, ON & TRIP Indication: 2 NOS

2.4 5 KVAR FEEDER WITH 16A MCB FEEDER: 3 NOS

2.5 2 KVAR FEEDER WITH 16A MCB FEEDER: 2 NOS

2.6 1 KVAR FEEDER WITH 16A MCB FEEDER: 1 NO

2.6.Two nos. Vacant feeder suitable for 1-50KVAr and 1-25KVAr 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

4.3 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.)

4.4 SITC of LCS pushbutton station ON & OFF (E-stop) set complete with Enclosure, 3 Nos. 2,008.47

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

near motors for remote operation, etc. as per IS and specifications. (including

structural steel) (For Pump)

4.5 SITC of stand / wall mounting type Outdoor type MS Junction Box with canopy of 3 Nos. 2,542.37

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

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

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

Submersible Flexible Copper Power cable with Aluminium armoured power cable

from PMCC Panel. Scope shall include providing suitable rating AL busbars with

maximum current density 0.8 A/mm² , Support insulators, Crimping type

lugs,nuts,bolts,washers etc. complete in all respects as instructed by E.I.C. Drawing

shall be got approved before SITC of the same. Lugs of cables shall not be connected

directly also seperation shalll be provided between power & control cable.

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

(for Subm. Pump power cable)

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

4.6 SITC of stand / wall mounting type Outdoor type MS Junction Box with canopy of 3 Nos. 2,542.37

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

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

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

Submersible Flexible Copper Control cable with Aluminium armoured power

cable from PMCC Panel. Scope shall include providing suitable rating AL busbars

with maximum current density 0.8 A/mm² , Support insulators, Crimping type

lugs,nuts,bolts,washers etc. complete in all respects as instructed by E.I.C. Drawing

shall be got approved before SITC of the same. Lugs of cables shall not be connected

directly also seperation shalll be provided between power & control cable.

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

(for Subm. Pump Control cable)

5.1 LOW VOLTAGE (LT) CABLES 200 Mtr. 1,367.54

(a) 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.

Supply of 3.5C x 300 sq. mm. A2XFY(X) Cable (3R for each Transformer-1 &2 to

PMCC panel Incomer-1 &2)

5.1 Laying, testing and commissioning of above cable 200 Mtr. 40.40

5.2 Supply of 3.5C x 150 sq. mm. A2XFY(X) Cable (2R for each PMCC panel to APFC- 100 Mtr. 698.92

5.2 Laying, testing and commissioning of above cable 100 Mtr. 32.32

5.3 Supply of 3C x 120 sq. mm. A2XFY(X) Cable (2R for each PMCC panel to 3nos. 200 Mtr. 472.68

(a) Pump-motor JB.)

5.3 Laying, testing and commissioning of above cable 200 Mtr. 28.28

5.4 Supply of 4C x 6 sq. mm. A2XFY (X) Cable (For 1 no. Indoor LDB, 1 no. Outdoor 100 Mtr. 112.11

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

5.4 Laying, testing and commissioning of above cable 100 Mtr. 14.14

5.5 Supply of 4C x 2.5 sq. mm. 2XWY(X) Cable (3 nos. MOV at pump Delivery, 1 no. 350 Mtr. 259.57

(a) MOV at Header, 1 no. MOG at Inlet Pipe, 1no. EOT with ECH at manual screen,

no.for ICP & 6 nos.for street light)

5.5 Laying, testing and commissioning of above cable 350 Mtr. 12.12

5.6 Supply of 2C x 2.5 sq. mm. Multi strand 2XWY(X) Cable ( For 2 nos. Tr. 120 Mtr. 166.65

(a) Marshalling Box, 1no. HT Panel, 2 nos. APFC CT)

5.6 Laying, testing and commissioning of above cable 120 Mtr. 12.12

5.7 Supply of 5C x 2.5 sq.mm. 2XWY(X) Cable (For 3 nos. Pump-Motor LCS) 100 Mtr. 310.00

5.7 Laying, testing and commissioning of above cable 100 Mtr. 15.50

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

5.8 Supply of 10C x 2.5 sq.mm. 2XWY(X)Cable (2 Run Tr. to HT Panel control cable) 150 Mtr. 690.00

5.8 Laying, testing and commissioning of above cable 150 Mtr. 34.50

5.9 Supply of 12C x 2.5 sq.mm. 2XWY(X) Cable (3 nos. MOV at pump Delivery, 1 no. 250 Mtr 395.92

(a) MOV at Header, 3 nos. PMU, 1 no. MOG at Inlet Pipe)

5.9 Laying, testing and commissioning of above cable 250 Mtr 23.23

6.1 CABLE END TERMINATION AND CONNECTION: 12 Nos. 976.00

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 3.5C x 300 sq. mm. A2XFY(X) Cable (3R for each Transformer-1 &2 to

PMCC panel Incomer-1 &2)

6.2 Same as above but, SITC of 3.5C x 150 sq. mm. A2XFY(X) Cable (2R for each 8 Nos. 504.00

PMCC panel to APFC-1 &2)

6.3 Same as above but, SITC of 3C x 120 sq. mm. A2XFY(X) Cable (2R for each PMCC 12 Nos. 431.00

panel to 3nos. Pump-motor JB.)

6.4 Same as above but, SITC of 4C x 6 sq. mm. A2XFY (X) Cable (For 1 no. Indoor 6 Nos. 111.00

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

6.5 Same as above but, SITC of 4C x 2.5 sq. mm. 2XWY(X) Cable (3 nos. MOV at 26 Nos. 73.73

pump Delivery, 1 no. MOV at Header, 1 no. MOG at Inlet Pipe, 1no. EOT with ECH

at manual screen, 1 no.for ICP & 6 nos.for street light)

6.6 Same as above but, SITC of 2C x 2.5 sq. mm. Multi strand 2XWY(X) Cable ( For 2 10 Nos. 55.55

nos. Tr. Marshalling Box, 1no. HT Panel, 2 nos. APFC CT)

6.7 Same as above but, SITC of 5C x 2.5 sq.mm. 2XWY(X) Cable (For 3 nos. Pump- 4 Nos. 180.00

6.8 Same as above but, SITC of 10C x 2.5 sq.mm. 2XWY(X)Cable (2 Run Tr. to HT 8 Nos. 240.00

Panel control cable)

6.9 Same as above but, SITC of 12C x 2.5 sq.mm. 2XWY(X) Cable (3 nos. MOV at 16 Nos. 260.00

pump Delivery, 3 nos. PMU, 1 no. MOV at Header, 1 no. MOG at Inlet Pipe)

7.1 CABLE TRAY 80 Mtr. 556.51

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

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

be Hot dip galvanised. All hardware shall be Electro-galvanized/ SS 304 complete in

all respects as per Specification. And including all accessories.

SITC of 300 x 100 mm - Ladder type

7.2 SITC of 150 x 50 mm - Ladder type 200 Mtr. 278.76

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

7.3 Supply, laying and erection of 125 mm (ID) approved make Double Walled 80 Mtr. 273.00

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

connecting accessoies of same material at required depth for laying of cable below

ground / road surface for enclosing cable and back filling the same to make ground as

per original. (For HT cable).

7.4 Supply, laying and erection of 75 mm ID approved make Double Walled 150 Mtr. 158.00

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

connecting accessoies of same material at required depth for laying of cable below

ground / road surface for enclosing cable and back filling the same to make ground as

per original. (LT cable etc)

7.5 Making Trench/ excavation in soft soil of suitable width and of depth (minimum 50 Mtr. 55.55

750mm 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 HT/LT cable)

7.6 Cable Protection/ Covering in Trench: Cable Covering with second class bricks or 50 Mtr. 140.39

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

bedding/cusioning of 75mm.& covering of 150mm Layer of sand above cable (16

bricks per meter.) as per IS & Tender Drg/ Specification. (For HT/LT cable

protection) complete in all respects as instructed by EIC.

8.1 CHEMICAL EARTHING SYSTEM 12 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

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.. (2 nos.

LA of DP structure, 2 nos. Each for neutral of Tr.-1 & 2, 2nos. for HT Panel, 2nos. for

RMU panel, 2 nos. for ICP earthing)

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

8.2 SITC of Maintenance free chemical earthing with earthpit of minimum bore size dia. 14 Set 7,095.25

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

3043:1987 /Tech spec. made of corrosion free Hot dip Galvanised (min 150 Microns)

Pipes having Outer pipe dia of 76 mm , Inner corrosion free Hot dip galvanised (80

to 100 micron) pipe dia of 26 mm with copper flat strip type connection terminal

14mm dia with constant ohmic value surrounded by highly conductive corrosion

resistant chemical compound with high charge dissipation suitable for electrical

installation & 3Mtr. length of Pipe with two nos. 25Kg. bag of Back filling

compound. (2 nos. of DP structure Body, 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.

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

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

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

interconnection with earth pit & all electro-mechanical equipments.

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

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

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

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

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

interconnection with earth pit & all electro-mechanical equipments. (25X3 G.I Strip,

8.3(c) SITC of 40mm(w) x 6mm(T) etc. sizes Copper Strip including supply & fixing of 226 Kg. 794.87

bolts, 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, 1.88 x 120mtr.=225.6Kg)

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

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

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

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

earth when laid outside the building & interconnection with earth pit & PLC Panel

(25X3 Cu. Strip, 0.761 Kg/m, 0.761 x 50 mtr.=38.05Kg.)

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)

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

pole earthing etc.)

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

9.1 INTERNAL WIRING 100 Mtr. 82.82

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.

9.2 As per above but (b), SITC of Mains wiring with 3 wire 2.5 sq.mm as per tender 150 Mtr. 102.01

specification & IS.

9.3 As per above but (c ), SITC of Mains wiring with 4 wire 1.5 sq.mm as per tender 150 Mtr. 90.90

specification & IS.

9.4 As per above but (d), SITC of Mains wiring with 4 wire 2.5 sq.mm as per tender 120 Mtr. 126.25

specification & IS.

9.5 SITC of Point wiring for Light / fan / Bell / Primary Point with 2nos. 1.5 sq. mm & 37 Nos. 354.51

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

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

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

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

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

directed with medium class Rigid PVC pipe & accessories.

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

9.6 SITC of 6A independent Plug with 2nos. 1.5 sq.mm Cu. Mains size wiring & 5 Nos. 313.10

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 3 / 5 Pin socket

and tissino type switch erected with earth continuity connection erected on Metal /

PVC box covered with 3 mm thick PC(Polycarbonet) / Acrylic sheet.

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

9.7 SITC of 6/16A independent Plug with 2nos. 4 sq.mm Cu. Mains size wiring & 5 Nos. 607.01

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 3 / 5 Pin socket

and tissino type switch erected with earth continuity connection erected on Metal /

PVC box covered with 3 mm thick PC(Polycarbonet) / Acrylic sheet.

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

9.8 SITC of Single Phase 20A 3 Pin Matal clad Industrial Type Socket with plug top 5 Nos. 820.00

and 20A SPMCB, suitable for flush mounting, in 16 SWG MS box of suitable size

and covered with 3 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.

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

9.9 SITC of One 300/380 mm dia. Ex fan 16A independent Plug point near Ex. Fan with 5 Nos. 607.01

2nos. 4 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.

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

bearing, 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.

9.11 SITC of 300mm sweep 960 R.P.M exhaust fan, capacitor type, having double ball 1 Set 2,054.34

bearing, 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.

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

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

confirms to IS: 8828. (1no. for EOT crane at PH., 1no. for EOT with ECH)

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

10.1 LED LIGHT FIXTURES & LIGHTING: 20 Nos. 295.93

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

Tube Light indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on

single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel

conforming to IS: 513/CRCA polyester powder coated and high U.V. & corrosion

resistance with diffuser and/or Polycarbonate optics with company mark/name

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

(3nos. AMC HT room, 10nos. at LT Room, 7nos. at Pump House)

10.2 Item description as per Sr. No. 8.1.1 SITC of 7 watts LED Lamps integral type,cool 4 Nos. 112.11

white with PC diffuser suitable for B22 LAMP holder

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

10.3 1200mm sweep ceiling fan, capacitor type, having double ball bearing 450mm down 3 Set 1,596.81

rod, 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.

10.4 SITC of 40W LED Surface / Wall mounted LED Flood Light fittings with High 3 Nos. 5,194.43

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

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

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

diffuser and Polycarbonate optics/ lenses with company mark/name engraved or

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

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

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

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

For Indoor use: (Pump House)

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

20 cms x 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.

11.1 EXTERNAL LIGHTING (Flood LIGHT): 7 Nos. 6,088.28

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

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

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

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

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

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

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

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

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

For Outdoor use:

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

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

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

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

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

12.1 EXTERNAL LIGHTING (STREET LIGHT): 6 Nos. 10,719.13

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

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

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

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

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

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

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

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

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

1Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and

corrosion free High pressure die cast aluminum housing with smooth finish powder

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

lenses with company mark/name engraved or embossed

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

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

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

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

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

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

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

upper ground level with necessary curing and finishing in approved manner.

13.1 SAFETY ACCESSORIES 6 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

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

wounds due burn, crepe bandage, guage bandage, medicated ready to use bandage

(Band-aid) adhesive tape for medicinal user, scissors, antiseptic solution (Savlon or

similar) etc. (All above contents shall be of standard makes)

13.3 Supply & fixing of printed instruction (First Aid) Chart both in English and Gujarati 3 Nos. 130.29

and duly framed with front glasses, for treatment of person suffering from electric

13.4 Supplying & fixing of floor mounting stand for keeping four nos. of FIRE buckets 3 Nos. 1,798.81

comprising 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.

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

WITH 5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

Sr. No. Item Description Qty. Unit Amount, Rs.

13.5 Supply and fixing of 20 W LED operated emergency light with maintenance free 2 Nos. 2,670.00

battery for 4 hours operation during mains power failure.

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

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

site requirement. (for HT Panel)

13.7 Supply and laying of Synthetic Insulating Mat of Class - A of min. thickness 2mm 15 Sq.mtr 1,027.17

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

site requirement. (For LT Panel)

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

14.0 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

B TOTAL OF ELECTRICAL WORKS WITHOUT GST

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation

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

5 YEARS O&M FOR STORM WATER PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL

CORPORATION (AMC).

NO. DESCRIPTION QTY UNIT UNIT RATE AMOUNT

1.1.1 INSTRUMENTATION WORK: 3 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 - 1.6 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 1 NO. 12,802

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

Pump) complete in all respects and as per specification.The scope also includes

providing 4" flanged , puddle pipe approximate 300 mm long including fixing of the

same in existing civil structure slabe of pump house for mounting of level switch.The

work also include all necessary work like make hole, repair / modificationin existing

Meas. Range: upto 10 m

3.1.1 ELECTRO MAGNETIC FLOW METER 1 NO. 4,45,325

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: 900 mm NB

Pipe Size : 900 mm NB

4.1.1 PLC BASED INSTRUMENT CONTROL PANEL 1 NO. 7,45,689

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 /16 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 50 Mtr. 185

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

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

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

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

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

fix the cables safely.

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

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

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

5.1.2 CONTROL CABLE 200 Mtr. 427

5.1.3 SIGNAL CABLE 100 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 14 NOS. 356

5.3.3 SIGNAL CABLE 6 NOS. 184

C TOTAL OF INSTRUMENTATION WORK WITHOUT GST

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation

SCHEDULE OF QUANTITIES AND RATES FOR TOOLS, TEST EQUIPMENTS & OFFICE FURNITURE FOR STROM WATER

PUMPING STATION (SWPS) AT HEBATPUR OF AHMEDABAD MUNICIPAL CORPORATION (AMC).

DESCRIPTION QTY. UNIT RATE AMOUNT

1.1 TOOLS & TEST EQUIPMENTS 1 No 8,000

Magger of range 0 -1000V

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

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

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

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

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

2.0 LADDER 1 No 15,000

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 2 Nos 4,000

Steel Office chair

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

D TOTAL OF TOOLS, TEST EQUIPMENTS & OFFICE FURNITURE

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

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation

Schedule of Quantities and Rates For

Construction of L.T. Room, H.T. Breaker Room, at SWPS in TP-301

Item Description Qty. Rate in Rs Unit Amount

01 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

02 Carting of materials such as murum, earth, kapchi, gravel, brick

bats, kankar, sand, debris etc. from the site to approved location,

including loading, unloading, stacking and spreading etc.

03 Filling with available excavated earth (excluding rock) in 230.00 130.39 m3

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

in depth consolidating each deposited layer by ramming and

04 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

a) Footing (Without form work ) 25.00 4732.00 m3

b) Footing (With form work ) 45.00 4906.00 m3

05 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 39.00 8347.00 m3

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

b) R.C.C. slabs and platform 19.00 8077.00 m3

c) R.C.C. columns 25.00 9195.00 m3

d) R.C.C. footings & Raft 66.00 8077.00 m3

f) R.C.C. vertical Walls 10.00 7936.00 m3

c) R.C.C. weather shed, pardi & staircase 3.00 8266.00 m3

Item Description Qty. Rate in Rs Unit Amount

06 Providing and cast in situ C.C. in grade M-20( proportions as per

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

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

mm for RCC Work including scaffolding centering formwork,

needle vibrated consolidation, curing complete up to 6 meter

depth or height (excluding cost of reinforcement and neat

finishing) with centering and shuttering/ deshuttering etc.

complete for structure other than water retaining.

R.C.C. footings & Raft 40.00 5520.00 m3

R.C.C. Vertical Wall 10.00 6779.00 m3

07 Supplying cutting, bending, binding and placing in position steel 25.00 77504.00 MT

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

and binding wire for reservoirs/structures only including lift below

G.L. for all diameters

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

500 grade for all diameters.

08 Supplying, cleaning, cutting, bending, welding, fabricating, 4220.00 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

09 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 :

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

required if any, with necessary cement finishing etc. complete as

(ii) Ceiling 158.00 249.60 m2

10 20 mm thick sand faced cement plaster on walls upto height 10 300.00 300.66 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.

11 Providing and laying polished Kota stone slab flooring over

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

coarse sand) laid over and jointed with grey cement slurry

including rubbing and polishing etc. complete atof HT Room, LT

12 Providing and laying polished Kota stone slab 25 mm thick in 8.00 1187.79 m2

riser of steps, dado & pillars, skirting, 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 at HT

13 Brick masonry in cement mortar (1:5) using common burnt clay 44.00 4326.75 m3

building bricks having crushing strength not less than 35kg/cm2

including scaffolding,curing, etc. complete for walls, parapets, etc.

Item Description Qty. Rate in Rs Unit Amount

14 Brick work using common burnt clay building bricks having 30.00 4051.78 m3

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

Foundation & Plinth in cement morter1:5 (1 cement : 5 coarse

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

any etc. complete, as directed.

15 Providing Half brick masonry in common burnt clay building 10.00 599.84 m2

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

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

scaffolding etc. complete as directed for any height.

16 Wall painting (two coats) with plastic emulsion paint of approved 300.00 79.22 m2

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

17 Distempering (three coats) with oil bound distemper of approved 418.00 107.23 m2

brand and manufacture and or required shade on undecorated wall

surface to give an even shade, over and including a priming coat

with distemper primer of approved brand and manufacturer after

thoroughly brushing the surface free from mortar dropping and

other foreign matter also including preparing the surface even and

sand papered smooth.

18 Providing and fixing iron doors including using the frames of 350.00 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.

19 Providing & fixing in position aluminum fully paneled doors with 15 5.00 3024.00 m2

micron natural matt brush finish anodized as per over all size shown on

the drawings and aluminum sections of approved make conforming to

IS:733 and IS : 1285, made out of 102 mm x 45 mm x 1.90 mm thick

aluminum outer frame section weighing 1.640Kg/m. and shutter sections

with bottom / lock rail 96 mm x 45 mm x 2.7 mm, top rail 48 mm x

mm x 2.70 mm weighing 1.38 Kg/m. vertical styles 48 mm x 45 mm x

1.90 mm weighing 0.976 Kg/m. with rounded sides, fixed with roll 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 aluminum snap beading for glazing /

paneling, C. P. brass/stainless steel screws, including standard anodized

aluminum 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 :

bounded with phenol formaldehyde synthetic resin, of approved make

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

drawings with all lead and lifts.

20 Providing precast cement concrete jali or louvers 40 mm thick 2.00 646.60 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

Item Description Qty. Rate in Rs Unit Amount

21 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.

22 Providing and fixing standared extruded of alluminimum section 2.00 1175.56 m2

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

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

ventilation with 5 mm thick frosted glass as details etc complete

for Ventilation

23 Providing & fixing in position aluminium grill with 15 micron 15.00 1974.00 m2

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 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.

24 Providing and fixing rolling shutter of approved make made of 80 5.00 3503.41 m2

mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by locks mounted on

specially designed pipe shaft with bracket plates, guide channels

and arrangement for inside and outside locking with push-pull

with gear operated complete but excluding the cost of hood cover

and spring. (a) Shutters having width below 3.5 m.

25 Kota stone in Jams and Sills of the window and ventilation and 18.00 1279.00 m2

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

26 Providing throating or plaster drip and moulding to R.C.C window 34.00 41.66 Rmt

27 Painting two coats including priming coat on new steel & other 50.00 122.49 m2

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

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

foreign matter.

Item Description Qty. Rate in Rs Unit Amount

28 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

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

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

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

rain water pipe with shoe.

30 Providing and fixing 40mm dia. GI pipe medium weight (3.17 20.00 1784.00 Rmt

kg/rmt approx ) quality as railing with angle iron support at 1.5 m

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

pipes as railing including necessary painting with two coats of

approved quality oil paint over one coat of approved primer

including necessary welding, bolting required, if any.

31 Providing and laying broken China Mosaic flooring for terrace 130.00 747.29 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.

32 Providing 100 mm x 100 mm size vata in cement concrete (1:2:4) 50.00 41.00 Rmt

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

33 Filling in plinth with sand under floors including watering 50.00 460.19 Cum

ramming, consolidating and dressing complete.

34 Filling in foundation & plinth with murrum or selected soil in 247.00 289.06 Cum

layers of 20 cm thickness including watering, ramming and

consolidating etc complete.

35 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long 30.00 389.25 Rmt

M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats

fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals

of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre,

strained and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation

Schedule of Quantities and Rates For

Providing and laying 1200 mm dia. MS Rising main from Storm Water Pumping Station at TP-301

(Hebatpur) 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 editin 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.

a) 1219 mm Outside diameter with 10 mm thick MS plate 600.00 24116.00 Rmt

03 Supply, fabrication, transporting, including all taxes, insurance etc. 8460.00 98.00 kg

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 eidtion 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 (15% of welded

length of each joint) as per IS-3589-2001.

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 135.00 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) 3.00 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 1.00 77504.00 MT

grade for all diameters.

07 Refilling the pipeline trenches including ramming, watering, 3615.00 22.00 m3

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.

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) 1305.00 72.14 Smt.

12 Providing, laying, spreading and compacting graded stone aggregate 330.00 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 21.00 8083.00 m3

RC.C. Top Slab 7.00 8213.00 m3

RC.C. Base Slab 7.00 8213.00 m3

d) TMT Fe-500 Reinforcement 4.00 77504.00 MT

e) 15 mm thick Inside Cement Plaster in CM 1 : 3 93.00 176.58 m2

f) FRC Manhole 3.00 2146.25 Nos.

g) Refilling 45.00 22.00 m3

h) PVC steps 26.00 87.00 Nos.

14 Grouting with 1:3 cement ,sand mortar for anchor bolt pockets , 5.00 5178.00 m3

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

and cleaning of concrete surfaces,curing etc complete.

15 Demolition and disposal of unserviceable materials with all lead and

i) Unreinforcement Cement Concrete 10.00 609.26 m3

16 Demolition including stacking of serviceable materials and disposal

of unserviceable materials with all lead and lift

17 Demolition of Brick work and stone masonry including stacking of

serviceable materials and disposal of unserviceable materials with all

i) In Cement Mortar 10.00 550.40 3

18 Stitch core cutting by Hilti or Equivalent tools for 600 mm thick

R.C.C. structure including removal and disposal off all RCC

material with all lead & lift with all labour,Tools, machineries,

required Scaffolding or platform etc. complete as directed by

engineer in charge.

a) 200 mm (8") Core dia. 40.00 6555.00 Rmt.

19 Supplying, cleaning, cutting, bending, welding, fabricating, erecting 790.00 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

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

20 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.

a) 12mm Rebaring 25.00 263.00 No.

b) 16mm Rebaring 25.00 786.00 No.

c) 20mm Rebaring 25.00 1506.00 No.

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation

Schedule of Quantities and Rates For

Pipe Pushing Work of 1800 mm dia RCC NP4 Pipe for Crossing 1200 mm dia MS Rising

main under S P Ring Road

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

01 Laying 1.8 m. dia. RCC NP4 pipe (by Pushing method)

of required length including open excavation for thrust

bed necessary form work, concreting, curing, vibrating

pushing etc. complete as per contractor's own design

approved by competent authority based on approved GAD

by competent authority.

The item includes

(a) Providing and laying M-25 grade for cast in situ

thrust bed and thrust wall with necessary

excavation with shoring and strutting, formwork,

curing, vibrating as per contractor's own design

approved by Authority.

(c) Providing and fixing TMT-Fe-500 bars including

thrust bed and thrust wall including supplying,

cleaning, cutting, bending and placing in position,

lapping, binding with 16 SWG soft iron wire

irrespective of locations and levels

(d) Providing front shield, intermediate shield,

jointing, jacking rigs, sliding channels spacers etc.

All the structural steel used except intermediate

shields will be ownership of contractor after

pushing work is completed.

(e) Pushing with hydraulic jack without disturbance to

pavement including all necessary excavation for

thrust bed and thrust wall, necessary shoring and

strutting required, necessary dewatering required if

any, excavation within the Pipe with all necessary

refilling upto ground level after pushing work

completed including carting of extra earth upto a

lead of 5 Kms. This also includes necessary labour

cost for pushing and including necessary cost of

hydraulic pipe and oil for hydraulic jacks including

necessary depreciation cost of jack.

(f) Applying 2 coats of approved quality epoxy 60.00 33780.00 Rmt.

painting on precast units after casting work

completed including necessary groutings with

cement between two precast units after pushing

work is completed.

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

02 Excavation for trenches with shoring & strutting if

required as per required gradient and line including all

safety provision using site rails and stacking excavated

stuff including up to all required lead cleaning the site etc.

complete for all lift and strata as specified. In all sorts of

Soil and soft murrum.

03 Construction of chambers built in RCC M30 with OPC

cement with TMT Fe-500 reinforcement, PCC150 mm

thick in M 15, RCC M30 for wall, base slab and top slab,

including formwork etc. complete. Concrete work should

be fair finish.

a) PCC M-15 6.00 m

i) Top Slab 8.00 8213.00 m3

ii) Bottom Slab 11.00 8213.00 m3

iii) Wall 29.00 8083.00 m3

c) Reinforcement TMT Fe-500 6.00 77504.00 MT

04 Providing and applying 15 mm thick cement plaster in 90.00 176.58 m2

single coat on brick / concrete work for interior plastering

upto floor any level finished even and smooth in Cement

mortar 1:3 (1 cement : 3 sand) including racking out joint

curing, scaffolding required if any, with necessary cement

finishing etc. complete as directed.

05 Providing and laying cement concrete flooring 1:2:4 (1 41.00 300.66 m

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

nominal size) including finishing with a floating of neat

cement etc. complete laid in one layer finished including

necessary curing and with ordinary portland cement.

06 Providing F.R.C. MH seat cover incl. carting to the work 2.00 2146.25 No.

site etc. comp. Directed. F.R.C. Extra Heavy Duty (EHD-

35) Manhole Covers & Frames Cover: 728mmø &

mm thick circular cover, 35.00MT load design,100 x

2mm MS flat all round,16mm øplain round bar for lifting

the cover & should be fitted with plastic cups.

Frame:560mm ø clear opening, -888 x 888 x 175mm. On

the upper periphery off rame 25x3 mm wide MS flat

should be well embed in concrete to protect the edges off

rame. FRCE.H.D.-35 manhole cover & frame described

07 Providing and fixing water tight construction or expansion 19.00 330.00 Rmt

joints 150 mm. dia. Wide thin ribbed PVC

08 Extra rate over item of excavation of earth for excavation

of asphalt pavement/RCC of thickness upto 0.20 meter

including demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc. comp. with stacking

the material as directed.

(i) Upto 2.0 meter thickness (By Manual) 40.00 72.14 Sq.m.

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

09 Providing , supplying ISI Standard R.C.C. pipes(OPC) in

standard lengths of following class and diameter suitable

for either collar joints or rubber ring joints including all

taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. (IS - 458/

Note : One collar should be supplied with each full length

plain ended RCC pipe, cost included in rates below. One

rubber ring should be supplied with each full length

socketed pipe, cost included in rates below.

RCC NP4 Pipe (with OPC Cement)

10 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

editin 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

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

i) 1219 mm Outside diameter with 10 mm thick 60.00 26028.00 Rmt.

11 Refilling the pipeline trenches including ramming, 68.00 22.00 m3

watering, consolidating etc. complete as directed within

radius of 3 Km.

12 Providing and fixing plastic moulded reinforced steps 27.00 87.00 No.

with 10 mm TOR steel bar with plastic polyproclene

(P.P.) material (vergin) etc. complete.

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation

Schedule of Quantities and Rates For

Construction of Compound Wall & Miscellaneous Work at Storm Water Pumping Station in TP-301 of

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

1 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.

2 Filling with available excavated earth (excluding rock) in 793.00 130.39 Cu.m.

trenches, plinth, sides of foundation in layers not exceeding

cm in depth consolidating each deposited layer by ramming and

3 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 38.00 3697.91 Cu.m.

coarse Sand :4 Graded stone aggregate 20 mm nominal size)

and curing etc. complete excluding cost of form work.

4 Providing and laying controlled cement concrete M.250 and

curing complete including the cost of formwork and

reinforcement for reinforced concrete work. All complete.

(a) RCC Footing 48.00 4627.21 Cu.m.

(b) RCC column 36.00 8247.73 Cu.m.

(c) RCC coping 13.00 5511.39 Cu.m.

(d) RCC Beam 44.00 5511.39 Cu.m.

5 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. 20.00 76214.60 MT

C. work including bending, binding and placing in position

complete upto floor two level.

6 Brick work using common burnt clay building bricks aving 138.00 4295.99 Cu.m.

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

superstructure above plinth in cement mortar 1:6 (1 cement :

coarse sand) etc. complete for walls, parapets etc. at two levels

7 20 mm thick sand faced cement plaster on walls upto height 10 438.00 300.66 m

metres 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.

8 Providing 15 mm thick cement plaster in single coat on Rough 434.00 176.58 m2

(Similar) side of single or half brick walls finished even and

smooth in (i) Cement mortar 1:3 (1-cement : 3 sand).

9 Providing and fixing 0.9 mt. high spiral wire fencing on 185.00 703.00 Rmt.

compound wall, strained and fixed to posts grouted in wall, as

per specification and details.

10 Wall painting (two coats) with plastic emulsion paint of 872.00 79.22 m2

approved brand and manufacture on undecorated wall surface

to give an even shade including thoroughly brushing the surface

from mortar droppings and other foreign matter and sand

papered smooth.

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

11 Empty boring to the required depth (measured from bottom of 60.00 380.74 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.)

12 Providing and placing with tremie reinforced cement concrete 9.00 4623.10 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.

13 Excavation for foundation in sand, gravel, clay soft soils and 10.00 486.77 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

14 Providing and casting in-situ Reinforced Cement Concrete M25 1.00 4822.99 m3

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 GMC, etc. complete as per specification.

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.

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

15 Providing and applying Coal Tar Epoxy protective paint in two 10.00 161.00 m2

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

16 Providing TMT Bar Fe-500/500D reinforcement bars for R. C.

C. work including bending, binding and placing in position

a Pile 1.00 73012.07 MT

b Pile cap 1.00 73217.53 MT

17 Manufacturing, supplying, lowering, laying and jointing 150 5.00 364.00 Rmt.

mm dia RCC NP2 Pipe of 0.3 m long as per IS-458

specification for compound wall and fixing as per directed by

Engineer-in-charge.

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 800.00 84.13 Kg.

19 Labour charges for writing of capital letter "GMC" in green 62.00 277.00 No

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

per given detail in outside of compound wall as instructed by

Engineer in charge.

20 Clearing and grubbing road land including uprooting rank 1.00 28393.04 Ha

vegetation grass bushes,shrubs,sapling and trees girth upto

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials(C)By mechanical means in area of

21 Demolition including stacking of serviceable materilas and 5.00 1057.85 m

disposal of unserviceable materials with all lead and lift. (i)

22 Demolition and disposal of unserviceable materials with all 5.00 609.26 m3

lead and lift.(i) Plain Cement Concrete

23 Demolition of Brick work and stone masonry including 5.00 550.40 m

stacking of serviceable materilas and disposal of unserviceable

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

24 Dismantling of flexible pavements (Bituminous surface and 1.00 403.75 m3

Crust) and disposal of dismantled materials with all lead and

lift, stacking serviceable and unserviceable materials separately

as directed by engineer in charge.

25 Filling with available excavated earth (excluding rock) in 1610.00 130.39 m3

trenches, plinth, sides of foundation in layers not exceeding

cm in depth consolidating each deposited layer by ramming and

26 Earthwork in cutting in all sorts of soil and murrum including 50.00 163.86 m3

conveying and spreading the stuff, embankment as and where

directed within 300 meters from the end of the cutting with all

required lead and lift.

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

27 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.

28 Filling in Plinth with sand under floors including watering 30.00 460.19 m

ramming,consolidating and dressing complete

29 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.

With Form work 20.00 4906.00 m3

Without Form work 5.00 4732.00 m3

30 Providing and laying controlled cement concrete M25 for

foundation and superstructure (above plinth level) with

vibrating, curing etc. complete including the cost of form work

but excluding the cost of reinforcement for RCC work stated

below etc. complete at any height, as directed.

a) R.C.C. slabs and platform 30.00 5088.25 m3

31 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. 4.00 76214.60 MT

C. work including bending, binding and placing in position

complete upto floor two level.

32 Supplying, cleaning, cutting, bending, welding, fabricating, 1030.00 84.13 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,grating etc.

33 Earthwork in embankment including breaking clods, dressing 100.00 183.70 m3

with all lead and lift including rolling of earthwork in layers

including filling in depression, including water of earth as

directed (from borrow area within 3 km lead).

34 Construction of 200 mm thick un-reinforced plain cement 500.00 1756.00 m2

concrete pavement with M - 30 grade of concrete including

provision of contraction, construction and longitudinal joints,

joint filler, , sealant primer, joint sealant, finishing to lines and

grades as per drawing as per MoRTH clause 602 over a

mm thick WMM with necessary excavation/loosening and

recompacting ground as per respective MoRTH specification

and as directed by engineerin chargeengineerin charge

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

35 Providing and fixing pre-cast Rubber Dye / steel Dye inter 780.00 686.90 Smt

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-2018 etc.

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation

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

ALONG WITH COMPREHENSIVE REPAIR AND O&M WORK FOR 5 YEARS FOR STROM WATER

PUMPING STATION AT HEBATPUR 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 57,078

The works of this schedule comprises supply of all labour (including

reliever to ensure presence of specified type and no. of manpower

per shift) for comprehensive operations and maintenance of

proposed SWPS of AMC during O & M period from the date of

successful commissioning.

Total staff salary for First year for Operation of 5 months (To be

Deployed During June to October),

a) Pump Operator - (Skilled Operator/Experience of Pumping

Station) - on round the clock basis

(June to October)

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 62,786

1.1.3 Total of Manpower for Third Year (10% of Escalation on previous 5 Month 69,065

1.1.4 Total of Manpower for Forth Year (10% of Escalation on previous 5 Month 75,972

1.1.5 Total of Manpower for Fifth Year (10% of Escalation on previous 5 Month 83,570

1.2.1 During First year 7 Month 54,577

Security Guard cum Helper cum Sweeper cum Mali (Physically

Fit Person) (on round the clock basis)

(To be Deployed During November to May)

(Rs.598.1 x 365 /12=Rs.18,192*3 Nos= Rs. 54,577/-) Rate inclusive

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

1.2.2 Total of Manpower for Second Year (10% of Escalation on previous 7 Month 60,035

1.2.3 Total of Manpower for Third Year (10% of Escalation on previous 7 Month 66,039

1.2.4 Total of Manpower for Forth Year (10% of Escalation on previous 7 Month 72,643

1.2.5 Total of Manpower for Fifth Year (10% of Escalation on previous 7 Month 79,908

Item Unit Rates

Item of Work Duration Unit For

Comprehensive Maintenance & Repairs

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

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).

2.1.2 Total of Comprehensive Maintenance, Repairing, Spares, 12 Month 28,568

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

consumables = 1.25% of EMI cost).

2.1.3 Total of Comprehensive Maintenance, Repairing, Spares, 12 Month 31,425

Consumables etc. for Third Year (10% of Escalation on previous

2.1.4 Total of Comprehensive Maintenance, Repairing, Spares, 12 Month 34,568

Consumables etc. for Fourth year (10% of Escalation on previous

2.1.5 Total of Comprehensive Maintenance, Repairing, Spares, 12 Month 38,025

Consumables etc. for Fifth year (10% of Escalation on previous

E TOTAL COST FOR COMPREHENSIVE OPERATION &

MAINTENANCE (WITHOUT GST)

Signature of Contractor Additional City Engineer (Drainage Project)

Company's Seal : Ahmedabad Municipal Corporation