Providing and laying 1600 mm. dia. Gravity Line by Micro tunneling from existing chamber to proposed SPS, Construction of Sewage Pumping Station with Electro-Mechanical Work, Providing and laying 1400 mm dia. MS Rising main with Miscellaneous Work at Navana SPS including Operation & Maintenance for 5 years in Vatva Ward (South Zone) AMC area

Providing and laying 1600 mm. dia. Gravity Line by

Micro tunneling from existing chamber to proposed SPS,

Construction of Sewage Pumping Station with

Electro-Mechanical Work, Providing and laying 1400 mm dia.

MS Rising main with Miscellaneous Work at Navana SPS

including Operation & Maintenance for 5 years in

Vatva Ward (South Zone) AMC area

Volume II: - Financial Bid

Section F: Schedule of Quantities & Rates

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

(2) Last date of online Tender Submission : Dt. 24/03/2026 upto 18.00 hours

(3) Last Date of submission of Blank tender : Dt. 25/03/2026 up to 17.00 hours by Speed

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

documents. Hand delivery.

(4) Date of e-Tender (Technical Bid) Opening : Dt. 25/03/2026 at 18.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Providing and laying 1600 mm. dia. Gravity Line by Micro tunneling from existing

chamber to proposed SPS, Construction of Sewage Pumping Station with

Electro-Mechanical Work, Providing and laying 1400 mm dia. MS Rising main with

Miscellaneous Work at Navana SPS including Operation & Maintenance for 5 years in

Vatva Ward (South Zone) AMC area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 61,81,258/-

Date of Opening of Tender :

Quoted Price in Rs. 61,81,25,755/-

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 Providing and laying 1600 mm. dia. Gravity Line by

Micro tunneling from existing chamber to proposed SPS, Construction of Sewage

Pumping Station with Electro-Mechanical Work, Providing and laying 1400 mm dia.

MS Rising main with Miscellaneous Work at Navana SPS including Operation &

Maintenance for 5 years in Vatva Ward (South Zone) AMC area

Sr. No. Name of Unit Amount (Rs.)

(I) Trunkline by Microtunneling , Proposed SPS , & Misc. work , Rising main

(A) Trunkline by Microtunneling

(i) Providing & laying Trunkline of 1600 mm dia. By Micro tunneling From

existing MH to Proposed SPS at Navana (Length=170 mt.)

(ii) Pipe Pushing work for Crossing 1600 mm dia RCC NP4 pipe (L= 50 mt.)

(iii) Shfting of Utilities

Total of Trunkline (A)

(B) Proposed SPS at Navana

(i) Construction of SPS , HT/L.T. Room at Navana (Civil Work)

E&M Work for SPS

(i) Mechanical Work

(ii) Electrical Work

(iii) Instrumentation Work

(iv) Tools & Test Equipments

Total of SPS(B)

(C ) Compound wall & Misc. Work

(i) Construction of Compound wall

(ii) Other misc. work

(iii) Construction of Toilet Block at Navana SPS

Total of Misc.(C )

(D) Rising main

(i) 1400 mm dia. MS Rising main from Proposed PS to Existing Trunkmain of

(ii) Pipe Pushing work for Crossing 1400 mm dia MS pipe by 2000 mm dia RCC

NP4 pipe for 60 mt. wide NH Road

Total of Rising main (D)

Total Capital Cost(A+B+C+D)

(II) O & M WORK FOR 5 YEARS

Total Cost (I + II) - w/o GST

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Providing & laying Trunkline of 1600 mm dia. By Micro tunneling From existing MH to Proposed

SPS at Navana (Length=170 mt.)

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

01 GEOTECHNICAL INVESTIGATIONS AND SUBSOIL PROFILE

1.1 Seismic Refraction Survey/ MASW Survey Conducting Seismic 170.00 371.00 Rmt

Refraction Survey or Multi Channel Analysis of Surface Waves

(MASW) survey to determine stratigraphy along proposed route i.e. soil,

weathered rock, rock interfaces.Detection of faults, fractures,shear zones

etc., in the investigated area. For Seismic Refraction Geophone spacing

5m and for MASW geophone spacing of 2m is adequate. Test to be

conducted using 24 channel signal enhancement type seismograph.

Seismic Refraction 5m Geophone Spacing & for projects having a

minimum length of 115 or MASW with 2m geophone spacing.

1.2 Electrical Tomography Conducting Electrical Tomography to determine 170.00 258.00 Rmt

shallow stratigarphy along the route, presence of voids, saturation zones,

water table, and other geological features having contrast in resistivity

with the surrounding soils. Electrode spacing 5 meters, minimum

electrode spread of 60 electrodes.

1.3 Trial Bores for Sampling with lab testing etc., complete 30.00 2000.00 Rmt

02 Subsurface Utility Engineering (SUE) Survey

Conducting SUE Survey in a corridor of 4-10 meter width to detect buried

utilities like pipes, cables etc. in such corridor. Marking of detected

utilities on the map of corridor with information of locations and depths to

the top of various utilities detected. Onsite detection to be conducted using

minimum tools of Electronic Pipe Locator (EPL) and Ground Penetrating

Radar (GPR). GPR work to be conducted using 500MHz and 300MHz

antenna for best possible resolution and penetration. The specifications are

SUE survey should be in accordance with 'Code of Practice for

Subsurface Utility Engineering Suiting Indian Conditions - Guidelines &

Specifications for Detection, Verification & Depiction of Existing

Subsurface Utility Data.

Along the Road, 10 m Wide Corridor 170.00 100.00 Rmt

03 TRACING BURIED MACHINEHOLES

Locating buried machineholes in all types of soil Conditions/ road surfaces 5.00 2000.00 Nos.

including marking the estimated findings on the plan of the area,

excavating to expose the machinehole top and raising the covers to the

existing road/ ground level consistent with the specifications for

machinehole construction, removal and fixing of the frame and cover of

the machineholes etc., complete as directed by the Engineer

04 TOPOGRAPHIC SURVEY:

Conducting topographic survey of the alignment of the proposed works 0.17 15000.00 Km.

using Total Station equipment with DGPS Control Points to capture

topographic features including manmade or natural features in a

georeferenced manner along and across the entire route of the works,

including recording the GLs and ILs of the existing sewers /

machineholes; prepare and submit working drawings with correct levels

and the contractor’s preferred sewer route and indicating the location of

connecting machineholes/ lines to the Engineer for approval.

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

05 Construction of shaft by sinking method including cutting edge and curb

as per design, PCC M-15 bottom plug, RCC M-25 grade curb, vertical

wall, bottom slab & TMT Fe-500D grade reinforcement, PVC foot step,

refilling, carting of extra earth (after construction of RCC chamber inside

shaft.) etc. complete

(i) For 7 m x 5 m upto depth of 12 mt. 1.00 4531485.00 No.

(ii) Extra depth beyond 12 mt. depth upto 13 mt. depth 1.00 200646.00 Rmt.

Receiving Shaft

(i) For 5 m x 5 m upto depth of 12 mt. 1.00 3596522.00 No.

06 Excavating tunnel by Micro tunnel boring machine for installing following

diameter sleeve or carrier for sewerline to correct grade and alignment

using slurry of mixed shields in any type of strata including marshy land,

soft clay, murrum, soft/hard rock or boulders of any strength and hardness,

dewatering etc. including muck disposal from shaft to disposal point upto

10 Km. lead etc. complete as per specifications and as directed by

Engineer-in-charge. (Clear distance between shafts shall measured for

1600 mm -165 mm thickness 170.00 182848.00 lm

07 Manufacturing and Supplying OPC Reinforced concrete jacking pipe

(Homogenous casting) conforming to jacking pipe standards like JSWAS

A-6, BS-5911, ASTM C-76, SS 183 or AS 1342 (Not less than the

strength requirement for NP4 class under IS 458 under three edge bearing

test) with supplying and jointing MS Collar with epoxy paint for following

pipes etc. complete as per specification and as directed by Engineer-in-

(i) 1600 mm - 165 mm Thickness 170.00 29466.00 Rmt.

08 Extra rate in above item for 3.0 mm thick T-rib type HDPE Lining to be

installed in the RCC pipe during manufacturing of RCC pipe by vertical

vibration casting process. The rate includes manufacturing, supplying to

factory site of RCC Pipe, installing in mould of RCC Pipe including field

jointing of liner as per specification. Liner should be jointed and installed

to correct line in the pipe as per direction and guideline prescribed by

(i) For 1600 mm dia 170.00 3445.00 Rmt.

09 Construction of Cast in situ RCC Chamber in M 40 grade concrete

including Reinforcement of size 5.0 mt. x 3.0 mt. for 3.5 mt. height from

bottom of shaft & 1.5 mt. dia. Precast RCC machinehole in M-40 grade

concrete above Cast in situ chamber upto ground level inculding

providing & fixing 560 mm dia. extra heavy duty machinehole frame &

cover ,inside zinc epoxy paint , providing & fixing PVC foot steps etc.

complete (At Location of Shafts only)

Cast-in Situ RCC Chamber

(i) Base slab 22.00 8407.00 mt3

Wall up to 6.0m 30.00 8277.00 mt3

(iii) Top slab 12.00 8407.00 mt 3

(iv) Beam 2.00 8680.00 mt3

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

(vi) PVC Foot step 24.00 87.00 No.

(vii) Epoxy paint 164.00 90.00 2

Precast RCC Machinehole

(i) Conical Slab 2.00 8407.00 mt3

(ii) Precast RCC Panel 10.00 8277.00 mt3

(iii) TMT Fe-500D 2.00 77504.00 MT

(v) Hiring charges of Crane & labour for Pre cast Panel 2.00 5400.00 Nos.

(vii) FRC machinehole Frame and cover 2.00 2146.25 Nos.

(viii) PVC Foot step 57.00 87.00 Nos.

10 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) 60.00 72.14 Smt.

11 Providing, laying, spreading and compacting graded stone aggregate to 15.00 1146.95 m3

wet mix macadam specification including premixing the Material with

water at OMC in mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in subbase/ base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density as per MoRTH clause

12 Providing and erecting steel ventilating columns of 12.0 mt. height & 15 2.00 17278.21 No.

cms. With C.I. ornamental cap safely with the help of required capacity of

hydra crane or any type of required capacity of crane and base fixed firmly

with necessary foundation with one coat of red lead oxide paint and one

coat of any approved color with 15 cms. dia. stoneware or R.C.C. pipe

connection with M.H. including excavation and jointing as required etc.

13 Dewatering by pumping set of required capacity including temporary 54586.00 18.32 HP/hr.

platform carting pumping at site and fixing the same in position including

all accessories, and fuel and labour etc. complete. Pump set of Capacity

14 Making connection to the ex. M.H. in running sewer incl. Dewatering and

other required machinery etc. of following dia pipe at any convenient

time. All damaged work shall be well repaired as per instructions etc.

(i) Upto 300 mm dia pipe 5.00 1352.68 No.

(ii) 400 mm to 600 mm dia 5.00 2254.46 No.

(iii) 700 mm to 900 mm dia 5.00 3156.25 No.

15 Making connection of Proposed line to existing Structure at Starting 2.00 300000.00 LS

Chainage & connection to proposed unit at Ending Chainage with all

material , labour dewatering , diversion of sewage flow etc complete (2

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

Pipe line by Open Excavation

16 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

17 Providing bedding incl. ramming, watering, levelling, consolidating etc. as 24.00 329.00 m3

per standard and instruction of engineer incharge . As above with required

quality Sand brought from Outside including all lead

18 Extra rate over item of excavation of earth if excavation is to be done in 987.00 18.04 m3

wet condition without resorting to pumping out incl. of bailing out of

19 Manufacturing, testing, supplying, loading, transporting to worksite,

unloading. RCC pipe in SRC Cement 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.

20 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 ISI code.

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

21 Construction of RCC chambers of size in RCC M30 with Ordinary

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

15 , epoxy paint,cost of excavation, refilling and PVC foot steps including

providing RCC Slab in one single piece with Providing & fixing of FRC

(heavy duty) machinehole frame and cover etc. complete.

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

RCC Wall 150.00 8083.00 m3

RC.C. Top Slab 11.00 8213.00 m3

RC.C. Base Slab 14.00 8213.00 m3

d) TMT Fe-500 Reinforcement 19.00 77504.00 MT

e) Epoxy paint 306.00 90.00 m2

f) FRC machinehole Frame and cover 2.00 2146.25 Nos.

g) Refilling 185.00 22.00 m3

h) PVC steps 80.00 87.00 Nos.

22 Refilling the pipeline trenches incl. ramming, watering, consolidating, 3182.00 22.00 m3

disposal of surplus stuff as directed within a radius of 3 km.

23 Conveyance 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.

24 Shoring or timbering for trench with 50 mm thick planks and suitable size 720.00 71.00 m2

truts etc. complete.

25 Stitch core cutting by Hilti or Equivalent tools for 600 to 800 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. 22.00 5700.00 Rmt.

26 Grouting with 1:3 cement mortar for anchor bolt pockets machine bases, 5.00 3587.13 m3

pipe sleeves, pocket holes etc. including roughening and cleaning of

concrete surfaces curing etc. complete.

27 Fixing of Rebar on concrete structure for connection with new structure

using Hilti/Fischer or equivalent technology including all labour,tools &

tackels temporary arrangement, saftey measures etc. complete .

12 mm dia. Bar 10.00 230.00 No.

16 mm dia. Bar 10.00 690.00 No.

20 mm dia. Bar 10.00 1323.00 No.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Pipe Pushing work for Crossing 1600 mm dia RCC NP4 pipe (L= 50 mt.)

Item Description Qty. Rate in Rs. Unit Amount

1 Laying 1.6 m. dia. RCC NP4 pipe (by Pushing method) of 50.00 43950.00 Rmt.

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.

(b) Providing and fixing TMT-Fe-500 bars 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

(c) 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.

(d) 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

(e) Applying 2 coats of approved quality epoxy painting on

precast units after casting work completed including

necessary groutings with cement between two precast

units after pushing work is completed

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

(4) Shifting of Service lines and miscellaneous work

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

1 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 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 (Below G.L)

2 Providing And Jointing Stoneware Pipes Incl. Excavation Up to

2 Mt. Refilling, Transporting Pipes To Work Site,

Unloading, Lowering In Trench, jointing material Such As

Cement, sand, Hemp Bitumen As Directed, Incl. Watering The

Trenches Spreading And Carting away Of Surplus material as

directed by engineer in charge.

3 Transporting from AMC store and laying spigot and socket

New DI pipe line DI-K-9 pipe of various classes with

CI/DI/MS specials of following diameters. Rate includes

excavation up to minimum 1.0 mt. depth from top of pipe/as per

requirement in any soil, refilling after laying pipe, covering and

temptation of carting surplus earth up to 30 mt. lead and

watering and compaction. Clearing the site. All Joint shall be

made tight & leak free etc. comp.

100 mm dia 25 64.93 Rmt.

150 mm dia 25 78.46 Rmt.

200 mm dia 25 94.69 Rmt.

250 mm dia 25 114.53 Rmt.

300 mm dia 25 137.97 Rmt.

350 mm dia 25 187.57 Rmt.

400 mm dia 25 209.21 Rmt.

450 mm dia 25 277.75 Rmt.

500 mm dia 25 323.74 Rmt.

600 mm dia 25 388.67 Rmt.

700 mm dia 25 498.69 Rmt.

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

4 P/F with lead joints the CI/MS fitting over cut ends of existing

C.I/M.S. Pipes by prior jute caulking pouring lead and caulking

agianst to finish properly

a) 100 mm dia 10 586.16 No

b) 150 mm dia 10 856.70 No

c) 200 mm dia 10 991.96 No

5 Connecting the collapsed water supply pipe line of following

diameter as soon as possible bases, recovery including all allied

works like carting necessary pipe pieces from owner stors,

cutting the fractured ends to proper shape, pumping out water

working in wet condition, working in at an instructured specific

time of day or night etc. complete in any length.

6 Labours charges for collecting specials from Municipals store 200.00 21.64 Kg

loading , transportation, unloading to the site, laying and fixing

CI specials inclusive of all jointing materials like lead, spun

etc.and labour, exacavation re-filling and nece. dewatering as

per instrucation of engg. incharge.

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

7 P/F hanging by any means to proper gradient to keep the

temporary PVC lines (6kg/Sq.cm) flowing the following sizes of

PVC pipes to maintain the drainage coming from distant

bunglows to the chamber which is open from all sides causing

collapse of flowing existing drainage incoming line to MH and

keeping the pit free from rubbish.

b) 160 mm dia 50.00 267.20 Rmt

8 Removing silt from existing drainage line of any dia meter in 300.00 255.21 Cmt

running water and carting the same up to all lead and lift as

mention below etc. complete as per instruction of engineer in

9 Brickwork using common burnt clay building bricks having 200.00 4051.78 Cmt

crushing strength not less than 35 kg/sq.cm in foundation and

plinth in C.M. (1:5) (1 cement 5 finesand) conventional.

10 Providing plain faced 15mm thick cement plaster in cement 100.00 224.79 Smt

mortar 1:3 including racking out joints puring scaffolding as per

specification and finished with neat cement slurry as and when

11 Repairing damaged M.H. and rasing M.H. up to road level incl.

removing damaged brick work and repairing by brick masonry

in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and

existing MH sheet cover, removing the debris from MH and

carting the same as directed.

a) upto 0.15 mt (@ Two Coarse) 20.00 739.46 No

b) upto 0.35 mt (@ Four Coarse) 20.00 1172.32 No

12 Demolition and disposal of unserviceable materials with all lead 250 609.26 m3

and lift. (i) Unrenforcement cement concrete

13 Demolition and disposal of stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift

(i) R.C.C work 250 1057.85 m3

14 Demolation of Brick work and stone masonary including 250 550.40 m3

stacking of serviceable materials and disposal of unserviceable

materials with all lead and lift.

(i) In cement mortar.

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

15 Providing and operation dewatering Pump including fuel 500 541.07 Shift

charges & operator Charges etc. as directed etc. comp.

(Shift for Eight Hour) (For Each Pump Set, No payment should

be allowed for non working condition of machinery )

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Construction of SPS, HT/L.T. Room at Navana

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

1 Construction of 1200 mm thick diaphragm wall from constructed 4380.00 14115.72 Sqm

earthen bund above water level in R.C.C.grade M-30 of various

depth. The rate includes construction of guide wall 1500 mm deep

& 700mm transverse (Total 2200mm long) in R.C.C.grade M-20

of 100 mm thickness made from lightly reinforced concrete.

Grabbing & Trenching for diaphragm wall shall be carried out in

all type of soil / sand / gravel by adopting approved method.

Concrete should be produced in batching plant with 180 mm

dumbelled type waterstoper at every panel. The contractor's rate

should include the cost of following items

a) Site clearance before starting the work and after completion of

work including survey work.

b) Construction of guide wall in M20 grade concrete, including

Earthwork in Excavation and or Backfilling. Demolishing and

stacking of unused material of guide wall after completion of the

diaphragm wall as directed by the Engineer.cost of reinforcement

c) Trenching by approved trenching equipment upto desired depth in

all sorts of soil except hard and soft Rock.

d) Concreting by tremmie in controlled concrete M30 grade

including cost of all materials, bentonite, labourers, tools, plants,

and equipments etc. complete.

e) Overflowing of contaminated concrete of 0.75 m height above

cutoff level and simultaneous finishing the concrete at cutoff level

in green state(Chipping or dismantling of contaminated concrete is

not allowed instead of equivalent overflowing concrete is

f) contractor expecting any dewatering for construction of

diaphragm wall same should be included in the item. The cost of

dewatering would not be payable to contractor.

g) The cost of reinforcement of diaphragm wall will be paid

h) The quoted rate shall cover costs towards extra concrete

consumed due to voids, pockets, bulges, side collapse of earth

faces etc.The wall shall be measured as per drawing dimensions

and paid for only such square metre of concrete calculated from

these measurements.

2 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.

b) From 1.5 to 3.0 m. m

c) From 3 to 5.0 m. m

d) From 5 to 6.0 m. m

e) From 6 to 7.0 m. m

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

g) From 8 to 9.0 m. m

h) From 9 to 10.0 m. m

i) From 10.0 to 11.0 m. m

j) From 11.0 to 12.0 m. m

k) From 12.0 to 13.0 m. m

l) From 13.0 to 14.0 m. m

m) From 14.0 to 15.0 m. m

n) From 15.0 to 16.0 m. m

o) From 16.0 to 17.0 m. m

3 Filling with available excavated earth (excluding rock) in 689.00 130.39 m3

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

in depth consolidating each deposited layer by ramming and

4a Extra over item no. 2 above for lead from 50 m to 5 Kms. as 9525.00 103.26 m3

4b Extra over item no. 2 above for lead from 5 Kms. to 10 Kms. as 9525.00 9.47 m3

5 Extra rate over item of excavation of earth if excavation is to be 2569.00 18.04 m3

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

bailing out of water.

6 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. up to 6 meter depth or height

(excluding cost of reinforcement and neat finishing) with

centering and shuttering/deshuttering etc. comp. for structure for

other than water retaining. Footing

i) With Form work 40.00 4906.00 m3

ii) Without Form work 129.00 4732.00 m3

7 Fixing the TMT reinformncement by Rebaring by Hilti or

Equivalent for Following Dia.

a) 12mm Rebaring 50.00 230.00 No.

b) 16mm Rebaring 3990.00 690.00 No.

c) 20mm Rebaring 1290.00 1323.00 No.

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

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

ingredients as per mix design by weigh batching using granite,

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

mm including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with centering and

shuttering/deshuttering etc. camp. up to 6 meter height /depth Av.

G.L.for all water retaining structures.

a) R.C.C. Base slab and footings 1040.00 8213.00 m3

b) R.C.C. walls and baffle wall 1146.00 8083.00 m3

c) R.C.C. staircase 20.00 8213.00 m3

d) R.C.C Beams 492.00 8486.00 m3

e) Slab and Platform 140.00 8213.00 m3

f) Fillet 5.00 8213.00 m3

g) RCC Column 210.00 9317.00 m3

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

ingredients as per mix design by weigh batching using granite,

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

mm including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with centering and

shuttering/deshuttering etc. camp. up to 6 meter height /depth Av.

G.L.for all water retaining structures.

a) R.C.C. beams, lintels and bracket for gantry or chain pully 88.00 8347.00 m3

blocks, plinth beams, tie beams.

b) R.C.C. slabs and platform 90.00 8077.00 m3

c) R.C.C. weather shed, pardi & staircase 6.00 8077.00 m3

d) R.C.C. columns 100.00 9195.00 m3

e) R.C.C. footing 5.00 8077.00 m3

10 Providing and casting in situ C.C. in grade M-20 (proportions as 20.00 5520.00 m3

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

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

mm for RCC work, including scaffolding centering, formwork,

needle vibrated consolidation, curing complete (excluding cost of

reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. complete for structure other than water

retaining (Below G.L)

11 Supplying cutting, bending, binding and placing in position steel 1039.00 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.

12 Providing and fixing water tight construction or expansion joints 1810.00 330.00 Rmt

150 mm. dia. Wide thin ribbed PVC.

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

13 Half brick masonary in common burnt clay building bricks having 5.00 653.17 m2

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

(1:4) in super structure

14 Brick work using common burnt clay building bricks having 30.00 4021.02 m3

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

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

15 Brick work using common burnt clay building bricks having 90.00 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)

16 Providing and applying with two coats 20 mm thick inside cement 6140.00 303.00 m2

plaster with OPC cement and water proofing agent on inside of

inlet chamber, screen chamber, grit chamber, wet well, consisting

of 12 mm thick backing coat of C. M. 1:3 (1 cement : 3 sand) and

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

complete including necessary curing, scaffolding required if any

17 Providing and applying 15 mm thick cement plaster in single coat 330.00 256.97 m2

on ceiling plastering with water proofing upto floor two level

finished even and smooth in Cement mortar 1 : 3 (1 cement :

sand) 'etc. complete as directed

18 Providing and applying 20 mm thick sand faced cement plaster at 1096.00 300.66 m2

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

19 Providing and applying 15 mm thick cement plaster in 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

(ii) Ceiling 663.00 249.60 m2

20 Providing and laying broken China Mosaic flooring for terrace 540.00 747.29 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.

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

21 Providing and laying 50 mm thick heavy duty cement concrete

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

aggregate 20 mm nominal size) with ironite powder including

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

layer in wet well area below GL, and for platform of pumphouse

22 Distempering in 3 coats with oil bound distemper of approved 2209.00 107.23 m2

brand and manufacture and of required shade on wall surface to

give an even shade over and including a primer coat with

distemper primer of approved brand, thoroughly brushing the

surface free from mortar dropping and other foreign material and

also inclusive of preparing the surface even and smooth etc.

complete, as directed on interior wall surface for pumphouse.

23 Providing and applying epoxy paint of approved make to concrete 6470.00 90.00 m2

surface for RCC structure including cleaning the surface by

scrapping and air blowers to the satisfaction of Engineer-in -

charge necessary scaffolding etc. complete with all leads and lifts

and giving satisfactory hydraulic test for water tightness as per IS

codes. For new surface-Two coats

24 Wall painting (two coats) with plastic emulsion paint of approved 1140.00 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

25 Providing and fixing rolling shutter of approved make made of

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

jointed together at the end locks mounted on specially designed

pipe shaft with bracket plates, guide channels and outside locking

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

spring etc. complete

a) Shutters having width below 3.5 m. 16.00 3503.41 m2

26 Providing and fixing iron doors including using the frames of 1120.00 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.

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

27 Providing & fixing in position aluminum fully paneled doors with 9.00 3024.00 m2

15 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

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 45 mm x 2.70 mm weighing

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

0.976 Kg/m. with rounded sides, fixed with 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 : 12823 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.

28 Providing and fixing window having extruded aluminum Colour 74.00 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.

29 Providing and fixing standard extruded of alluminimum section of 9.00 1175.56 m2

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

30 Providing precast cement concrete jali or louvers 40 mm thick 9.00 646.60

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

31 Kota stone in Jams and Sills of the window and ventilation and 87.00 1279.00 m2

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

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

32 Providing & fixing in position aluminium grill with 15 micron 83.00 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.

33 Providing & fixing 50 cm wide MS ladder (with safety cage) 10.00 3687.50 Rmt

fabricated from MS flats 10 mm x 75 mm with 20 mm dia steel

bar steps in double rows @ 30 cm C/C. The include stays of

mm x 50 mm flats fixed at 3 mt. C/C with welding anchoring and

3 coats anticorrsive paint. (For MCC Room & Pump house)

34 Providing and laying chequered precast cement concrete tiles 22 70.00 528.01 m2

mm thick with aggregate of sizes upto 6 mm. laid in floors, trade

of steps and landing on a bed of 20 mm thick C.M. 1:6 joint with

neat cement slurry with pigment to match the shade of tiles

35 Providing and fixing 32 NB(42.16 mm OD pipe) Alluminium 42 390.00 4587.00 Rmt

series railing system comprisies of vertical post 42.16 mm OD &

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

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

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

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

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

assemble with recessed set screw without welding or threading etc

36 Supplying, cleaning, cutting, bending, welding, fabricating, 46930.00 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

37 Providing and fixing plastic moulded reinforced steps with 10 mm 1070.00 87.00 No.

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

38 Grouting with 1:3 cement mortar for anchor bolt pockets machine 5.00 3587.13 m3

bases, pipe sleeves, pocket holes etc. including roughening and

cleaning of concrete surfaces curing etc. complete.

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

39 Providing 100 mm x 100 mm size vata in cement concrete (1:2:4) 489.00 41.00 Rmt

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

complete for the internal side of the sump, pump house and

chlorination room.

40 Providing & fixing 1.20 metre high fencing with 2.0 metre long 24.00 389.25 Rmt.

M. S. angle posts 40 mm x 40 mm x 6 mm and oil painting 3 coats

fixed at 2.5 Mt. C/C with five Horizontal lines and two diagonals

of galvanised steel barbed wire weighing 9.38 Kg. per 100 metre,

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

posts in ground with 0.5 M x 0.5 M x 0.5 M. block in C.C. 1:5:10

etc. complete. (For Transformer yard)

41 Providing and fixing PVC pipe of 6 Kg./cm2 of 160 mm dia for 104.00 1290.00 Rmt.

rain water pipe with shoe.

42 Providing throating or plaster drip and moulding to R.C.C. 126.00 41.66 Rmt.

43 Providing and laying polished Kota stone slab flooring over 20 298.00 1096.33 m2

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

coarse sand) laid over and jointed with grey cement slurry

including rubbing and polishing etc. complete at office area, etc.

44 Providing and laying polished kota stone slab 25mm thick in risers 16.00 1187.79 m2

of steps,skirting Dedo and pillars laid on 10mm thick cement

mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray

cement slury mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete.

45 Filling in foundation & plinth with murrum or selected soil in 250.00 289.06 Cum

layers of 20 cm thickness including watering, ramming and

consolidating etc complete.

46 Dewatering by pumping set of required capacity including 545852.00 18.32 HP/hr

temporary platform carting pumping at site and fixing the same in

position including all accessories, and fuel and labour etc.

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

47 Providing corrugated G.I. sheet of class-3 roofing fixed with 200.00 727.13 Sqm

glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet washer. filled with

white lead complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

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

YEARS O&M FOR SEWAGE PUMPING STATION AT NAVANA OF AMC.

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

1.1.1 MECHANICAL WORKS 8 Set 50,29,980.00

NON-CLOG SEWAGE SUBMERSIBLE PUMP MOTOR SET:

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

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

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

VFD Operated energy efficient submersible electric drive motors of mini. rating as

specified below, insulation Class 'H' With temp. rise limited to class F and IP-68

The scope shall include all required accessories viz. automatic coupling device, double

guide pipes, chain with shackles, Submersible Power & control cable (copper flexible &

stranded type conductor of reqd. cores & size for each pump motor set) & length of 25 m

long each run with necessary electrical termination connection at junction box / starter

panels, RCC foundation with duck foot bend for auto coupling & delivery bend and

PMU etc. as per equipment data sheet and detailed technical specifications and also

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

in all respects & satisfactory operation of pump set.

Pump Capacity: 2090 m3/hr, Head: 28 m, RPM: 1000 & Motor Rating: Minimum

kW (or higher as recommended by pump manufacturer), Over all Minimum Acceptable

Efficiency at Duty Point: 74%.

SITC of CI / DI Double Flanged Electric Actuator Operated Non Rising spindle

Knife Gate Valves conforming to MSS SP-81 1995, PN 1.0 with SS gate, EPDM seal,

SS rising spindle with all Stainless steel hardware, gaskets, & handwheel for emergency

operation etc. complete as per IS and Specification.

Size: 700 mm NB (At delivery line of each Pump)

2.1.2 --- Item description as above --- 1 No. 20,07,050.00

Size : 1200 mm NB (At common header)

2.2.1 SITC of CI/DI double flanged Dual Plate Check Valve conforming to API 594, PN 1.0 8 Nos. 3,26,619.00

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

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

specification & complete the work in all respects.

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

2.3.1 SITC of approved make CI/DI Flanged Air Valve with Isolation Sluice Valve as per 1 No. 41,452.00

AWWA / IS 14845 PN-1.0 & IS-14846 PN-1.0 respectively with SS304 float, gun metal

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

Size: 200 mm NB (On header after flow meter)

3.1.1 SITC of Flange ends Expansion Bellow (PN 1.0) as per EJMA standards and as per 8 Nos. 37,560.00

specs. and complete in all respect.

Size : 700 mm NB X 300 mm L (on delivery of each pumpsets)

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

Size : 1200 mm NB X 300 mm L (On Common Header)

4.1.1 CI D/F PIPES 68300 kg. 58.00

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

CI pipes conforming to IS 1536 / 1537, Class B with connection and complete in all

Size: 700 mm dia. & onwards (for delivery up to KGV)

4.1.2 CI D/F FITTINGS 8500 kg. 58.00

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

CI Fittings and Specials like 90 deg. Bend, Reducer / Enlarger, Duck foot bend, TEE,

etc. conforming to IS 1538 and complete in all respect.

Size: 700 mm dia. & onwards (for delivery up to KGV)

5.1.1 MS PIPES & SPECIALS 2 m 2,553.00

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

testing and commissioning of MS pipe, Specials, reducer, expander, bend for Y-Joint

with header, etc. conforming to IS 3589 flanges confirming to IS 6392-PN-1.0,

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

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

Size : 219.1 mm OD x min. 6.3 mm Thk. (for Air flange)

5.1.2 --- Item description as above --- 20 m 12,907.61

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

5.1.3 --- Item description as above --- 45 m 22,327.00

Size : 1219 mm OD x min. 10 mm Thk.

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

5.1.4 --- Item description as above --- 2 m 32,259.00

Size : 1422 mm OD x min. 12.5 mm Thk.

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

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

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

Size : 200 mm NB (Drilled)

5.2.2 --- Item description as above --- 8 Nos. 7,450.00

Size : 700 mm NB (Drilled)

5.2.3 --- Item description as above --- 5 Nos. 17,800.00

Size : 1200 mm NB (Drilled)

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

Size : 1400 mm NB (Drilled)

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

Size : 1200 mm NB (Drilled Blind)

5.3.1 Flanged Joints of Pipes, Fittings and Specials: 96 Nos. 3,988.00

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

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

Size : 700 mm dia.

5.3.2 --- Item description as above --- 2 Nos. 8,604.00

Size : 1200 mm dia.

5.3.3 --- Item description as above --- 1 No. 10,038.00

Size : 1400 mm dia.

6.1.1 SINGLE GIRDER EOT CRANE: 1 Set 6,08,250.00

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

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

Span: Approx. 7.5 m (or as per site)

Lift: 21.0 m (or as per site)

Bay length: App. 23.00 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 pump house.

6.2.1 --- Item description as above --- 1 Set 5,30,250.00

Capacity : min. 3.0 Ton. (above Screen chamber)

Span: Approx. 6.5 m (or as per site)

Lift: 18.0 m (or as per site)

Bay length: App. 11.00 m (or as per site)

7.1.1 SLUICE GATE 1 No. 12,07,850.00

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

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

mounted, handwheel, flange back frame, head stock, Spindle with supports brackets

having length as specified or to suit site condition, suitable for seating as well as

unseating water head, complete in all respect.

Gate Size : 1600 mm X 1600 mm - approx. 12.8 m spindle length (at inlet chamber) -

Conventional Bottom Closing or suitable Closing

7.1.2 --- Item description as above --- 10 Nos. 5,39,640.00

Gate Size : 1000 mm X 1000 mm - approx. 15.0 m spindle length (at each Screen Inlet &

Outlet, 4 Nos. at Wet well inlet) - Flush Bottom Closure type or suitable Closing.

7.1.3 --- Item description as above --- 2 Nos. 5,39,640.00

Gate Size : 1000 mm X 1000 mm - approx. 16.3 m spindle length (at Sump

intercompartment) - Conventional Bottom Closing or suitable Closing

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

8.1.1 SITC of Box Type Manual mesh Screen having following size, made of SS 304 6 set 2,78,940.00

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

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

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

Screen Size: 1400 mm (W-or actual chamber width as per site ) x 2050 mm (H) x

Box Size: 1400 mm (W-or actual screen width) x 300 mm (H) x 300 mm (D)

Opening: 50 mm x 50 mm sq. opening

Note : 1. Screen suitable for 1500 mm wide screen chamber or to suit site requirement.

(w/o Guide channel & MS supporting structure)

9.1.1 GRIT REMOVAL MECHANISM 1 Set 31,95,050.00

SITC of Grabbing EOT crane with double girder and having three dimensional

movement, manufactured as per IS -807 & IS-3177 , class-II complete with brake, wire

rope drum, trolley, hydraulically operated Bucket mechanism, motors, control panel,

fasteners,etc. complete as per specifications and suitable for motorised motion in all

three directions & complete the work in all respects & satisfactory operation of Grab

Bucket mechanism.

Crane Capacity : 5 Ton (min. or higher as required for required 0.5 m3 capacity)

Bucket Volumetric Capacity: 0.5 m3

Hoisting speed : 3 m/min.

Cross Travel Speed: 10 m /min.

Traverse speed : 10 m / min.

Lift : approx. 14.5 m (or as per Site).

Span : approx. 7.0 m (or as per. Site)

Bay Length : approx. 13.0 m (or as per Site)

10.1.1 Supply and testing of Submersible Non Clog Portable Dewatering Pumpset with C.I. 1 No. 2,12,637.00

casing & CF8M impeller, 25 m flexible PVC hose pipe of pump delivery size, rated for

6.0 kg / cm2 presure, 15 mtr SS lifting chain, 20m pair of cable for motor to starter

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

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

moisture controller for fault detection and auto stop facility, with buit-in level switch for

dry run protection and auto stop facility, 20 m suitable size power supply cable to starter

panel, GI/CI/MS pump stool and other required accessories for wet well.

Pump Capacity : 50 m3 / hr.

Motor Rating: min. 7.5 kw (or higher rating as reco. by pump mfg.)

11.1.1 Providing, Supply of Structure Steel at site of work with freight, loading, unloading 5000 kg. 64.84

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

Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates (min. 8.0 mm thickness) for

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

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

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

11.1.2 Labour Charges for lowering, laying, Fixing with fabrication various size section of MS 5000 kg. 11.37

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

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

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

A TOTAL OF MECHANICAL WORK W/O GST

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

1.1 ELECTRICAL WORKS 1 Set 13,28,836.80

H.T. INDOOR SWITCH GEAR PANEL

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

Motorised spring charging mechanism, 3 breaker Vacuum Circuit Breaker Panel (1

No. Incomer + 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, Ammeter,

Voltmeter (Only I/C), A/M switch suitable for PLC/SCADA etc. complete in all respects

as per IS, Specification.

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

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

XLPE , H.V Cable as per IS 7098 (part 2) and Tech. Specification.

(Torrent HT Room to AMC proposed HT Panel, AMC HT Panel to TFR 1 & 2)

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

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

armoured cable with all accessories as required.

2.1 DISTRIBUTION TRANSFORMER 2 Nos. 25,48,542.09

SITC of 1600kVA, 11/0.433 kV, Outdoor Transformer continuously rated, 3-phase,

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 &

Busduct entry on LT side, first fill of oil along with Fittings & accessories as per

Energy efficiency Level-1 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".

2.2 Transformer temp. rise / Heat run test charges for above rating transformer @ 1 Set 40,250.00

manufacturers works.

2.3 Transformer full load losses & impedance test charges at ERDA Laboratory for 1 Set 78,490.00

confirmation of Guaranteed full load losses for above rating transformer.

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

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

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

convenient level for movement of man and material and it should match with FGL and

as per Specification and Drg.

2.4 (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.

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

3.1 LT BUS DUCT 30 Mtr. 26,192.33

SITC of 2500A, 4P, 415V Sandwich Aluminium Busduct with 3Phase + 100% N +

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

be 50°C & suitable for Indoor (IP55) / outdoor (IP 65) application etc. with required

termination adaptor box for both end and with required necessary supporting structure

etc. as required for Transformers as per IS & Specifications complete in all respect.

SITC of 2500A, 415V FP (RYBN) set Copper Flexible (Braided) for both Transformer

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

boxes, Terminal links etc. for Sandwich Aluminium Busduct as per IS & Specifications

complete in all respect.

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

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

4.1 LOW VOLTAGE (LT) PANEL BOARD (PMCC) : 1 Set 66,10,500.00

SITC of PMCC Panel (50kA), compartmentalized, floor-mounted, with a maximum

operating height of 1800/1900mm, extensible on both ends, suitable for manual and

automatic operation (local and via PLC/SCADA) as per site conditions. The work must

be completed in all respects as Tender SLD/Specification/IS, and include, as a minimum,

(1) INCOMER 1&2 (For Bus Duct entry & Top entry) : FP, 2500A, 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 2000VA, 415V/230V AC, with tapping +/-5% in steps of 2.5%,

32A DP MCB & 25A Power contactor.

(2) BUS-COUPLER: FP 2500A ACB (same as per Incomer)

(3) 2500A TPN, EC grade AL Main busbars. (Busbars size as per 50KA fault level

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

(4) TRANSFORMER FIXED COMPENSATION FEEDER (50 KVAr) : 2 Sets:

Each feeder comprising of 125 A TPN Thermal magnetic Based (TM) MCCB with

Digital Ammeter, ASS, CT, Indicating lamp, etc.complete in all respects.

(5) 775 KVAR APFC POWER FEEDER: 2 NOS: rate incl in

Each feeder comprising of 2000A TPN TM EDO ACB, 50 KA, LSIG with inbuilt RS above price

485 MODBUS communication with Digital Ammeter, ASS, CT, Breaker Control Switch

(TNC), A/M switch, Indicating lamps, Push bottons with etc.complete in all respects.

(6) 1000A POWER FEEDER FOR 700A AHF PANEL : 2 NOS :

Feeder comprising of 1000A TPN Micro processor EDO-ACB, 50kA, Digital MFM with

RS-485 Cl. 0.5, CT, Indicating lamps, etc.complete in all respects.

(7) 630A POWER FEEDER FOR 250 KW VFD PANEL : 4 NOS :

Feeder comprising of 630A TPN Microprocessor MCCB LSIG, 50kA, Digital MFM

with RS-485 Cl. 0.5, CT, Indicating lamps, etc.complete in all respects.

(8) STAR-DELTA STARTER FOR 250KW MOTOR (Subm. PUMP) : 4 NOS :

250 KW or higher as per pump manufacturer recommendation Star-delta starter with

min.630A TPN MP MCCB (LSIG) with Adjustable O/L & Adjustable S/C protection,

650A AC3 duty contactors (3 Nos), O/L Relay, star-delta timer, MFM with RS-485,

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

A/M, L/R switch, ON, OFF, TRIP Indication & Start, E-Stop & Reset pushbutton etc.

for S/D starter. complete in all respects, & LCS (PBS) for Delivery Actuator-valve with

16A FP MCB, open,close,stop PB, open,close,trip & L/R indication & 2 nos. terminal

strip, SP MCB etc.

(9) 63A TPN TM MCCB FEEDER : 4 Nos. (1 no. for EOT Crane at P.H., 1 no. for

Portable De-watering Pump Panel, 2nos. Spare)

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

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

(10) 32A TPN TM MCCB FEEDER : 4 Nos. :(1 no. for Mechnical Screen Panel, 1 rate incl in

no. for EOT Crane at mechnical screen, 2 nos. Spare) above price

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

(11) 63A TPN TM MCCB FEEDER FOR ALL MCB FEEDERS: 2 sets:

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

a) 6nos. 32A 'C' curve 4P MCB feeders (1no. for ICP/PLC Panel, 1no. for Indoor LDB,

2nos. for WR-DB, 2nos. spare)

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

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

(for Outdoor LDB)

d) 14nos. LCS (PBS) with 16A FP MCB, indicating lamp,Push Button, A/M,L/R switch,

SP MCB, etc. (1 no. for MOG at Inlet chamber, 4 nos. for MOG at Sump Inlet, 3 nos. for

MOG at screen Inlet chamber, 3 nos. for MOG at screen Outlet chamber, 2nos. for MOG

at sump interchange compartment, 1no MOV at Header)

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

NOTE: 1) For All Actuator LCS (PBS) shall be provide potential free contact for

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

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

(2) 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.

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

4.2 STAND ALONE VFD CUBICLE PANEL FOR 250KW SUBM. PUMP MOTOR :- 4 Set 8,40,000.00

SITC of Standalone VFD Panel (LT MCC panel, 50kA) for Min. 250 kW Motor,

compartmentalized, Floor Mounted as per site condition / requirement, operating height

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

Auto operation & moitoring through PLC/SCADA; Manual from panel when in remote mode

complete in all respects as per Tender SLD / Specification / IS and including following as

Panel comprising of Min. 630A TPN Microprocessor MCCB LSIG as incomer,VFD with

inbuilt RS 485 for 250 kW Motor or higher as per pump manufacturer reco. with VFD rating

minimum (510A @ 50°C) with suitable derating with detachable type door mounted display

key pad, min. 550A or higher AC3 duty Line contactor, Semi conductor fuse, Input & Output

filter choke as per recommendation of VFD OEM for harmonic mitigation, VFD with 3C3

Confromal coating, MFM Cl. 0.5 with RS-485, Resin Cast CT Cl: 0.5, SPP, PMU as per

Pump vender Reco., A/M, L/R switch, R,Y,B, On, Off, Trip, Speed Up & Speed down

Indicating lamps, Start, Stop, Speed Up & down Push buttons. LCS (PBS) for Delivery

Actuator-valve with 16A FP MCB, open,close,stop PB, open,close,trip & L/R indication &

nos. terminal strip, SP MCB etc.

Heavy duty 8" Metalic Housing and Metal Impeller / Blade / Vanes of Minimum 2nos. or

higher as required at the top of the panel with canopy/hood etc. Voltage and current

harmonics shall be as per recommendations of the IEEE-519 2014 or latest revision.

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

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

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

STAND ALONE PANEL MINIMUM SIZE: 1.2M (W) X 1.5M (H) X 1.0M (D)

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

4.3 50KVAr FIXED CAPACITOR with 7% DETUNED REACTOR ENCLOSURE: 2 Set 1,42,942.27

(For 1600KVA Transformer No Load loss-2Nos)

Wall / Floor mounting Enclosure panel with 160A TPN TM MCCB, 50 KA with Digital

Ammeter with ASS, Resin Cast CT- Cl : 1.0, 5 VA, with Indicating lamps etc.

(2) OUTGOING CAPACITOR FEEDER:

Capacitor feeder of following rating comprising of TPN MCCB, Capacitor duty

contactor, ON Delay timer etc. as per Tender SLD& Specification

Heavy duty MPP / gas filled capacitor unit

- 20 Kvar capacitor 1 no with 63A TPN MCCB

- 10 Kvar capacitor 2 nos with 32A TPN MCCB

- 5 Kvar capacitor 1 no with 16A TP D curve MCB etc. with ON Indication lamp and

Complete in all respect for each transformer.

- 2 Kvar capacitor 2 nos with 16A TP D curve MCB etc. with ON Indication lamp and

Complete in all respect for each transformer.

- 1 Kvar capacitor 1 no. with 16A TP D curve MCB etc. with ON Indication lamp and

Complete in all respect for each transformer.

4.4 AHF PANEL: 2 Nos. 27,25,940.00

SITC of 415V, 3Ph 4 wire, closed loop compensation, Active harmonics filter (AHF)

panel of 700A with 1000A EDO Microprocessor MP ACB with LSIG protection and

with inbuilt communication & fast acting semi conductor fuse protection, CT of Class

or better with 15 VA, Touch screen display, Alarms for fault conditions, floor / stand

mounted as per site condition / requirement, expandable as per site requirement &

complete in all respects as per Specification / IS/IEC to maintain harmonic levels as per

latest IEEE 519 standards.

Note:- Above mentioned ratings are min rating for AHF panel and contractor to

provide higher rating AHF panel if required as per actual calculation of the

4.5 SITC of 775 KVAR at 415V, APFC Panel with 7% detuned reactor, 2 Set 2228855.577

compartmentalised, Floor mounted, extensible 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) 2000A, TPN, 50 KA TM ACB with Digital Voltmeter with VSS, Digital Ammeter

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

switch, Indicating lamps, Push buttons etc.

(1.2) Microprocessor based APFC Relay,144sq.mm, 16 STEP with RS-485 with

minimum operating current 10mA.

2. OUTGOING CAPACITOR FEEDER:

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

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

Switch, ON Delay timer,ON / OFF Push button, ON, TRIP, Auto & Manual Indication

lamp etc. as per Tender SLD& Specification.

(2.1) 100 KVAR FEEDER WITH 250A MCCB, ON & TRIP Indication: 5 NOS

(2.2) 50 KVAR FEEDER WITH 125A MCCB, ON & TRIP Indication: 5 NOS

(2.3) 10 KVAR FEEDER WITH 32A MCCB, ON & TRIP Indication: 1 NO

(2.4) 5 KVAR FEEDER WITH 16A MCCB, ON & TRIP Indication: 3 NOS.

(2.5) Two nos. Vacant feeder suitable for 2-100KVAr 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

4.6 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.)

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

4.7 SITC of Pendant type Speed Up & down LCS pushbutton set complete with 4 Nos. 2,008.47

Enclouser, 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)

4.8 SITC of LCS pushbutton station ON & OFF (E-stop) set complete with Enclosure, 4 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)

4.90 SITC of stand / wall mounting type Outdoor type MS Junction Box with canopy of MS 8 Nos. 2,542.37

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

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

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

Flexible Copper Power cable with Aluminium armoured power cable from PMCC

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

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

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

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

be provided between power & control cable.

JB of minimum Size: 500mm x 500mm x 400mm or higher as required

(for Subm. Pump power cable)

4.10 SITC of stand / wall mounting type Outdoor type MS Junction Box with canopy of MS 8 Nos. 2,542.37

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

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

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

Flexible Copper Control cable with Aluminium armoured power cable from PMCC

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

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

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

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

be provided between power & control cable.

JB of minimum Size: 500mm x 500mm x 400mm or higher as required

(for Subm. Pump power cable)

5.1 LOW VOLTAGE (LT) CABLES 670 Mtr. 1,400.87

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

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

specification & IS.

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

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

trench/ on cable tray when laid inside the building.

SITC of 3.5C x 300 sq. mm. A2XFY(X) Cable (5R for each PMCC panel to APFC

panel -1 & 2, 2R for each PMCC panel to 4 Nos. 250 KW VFD Panel, 3R for each

PMCC panel to AHF panel -1 & 2)

5.2 SITC of 3.5C x 70 sq. mm. A2XFY(X) Cable (1R for each PMCC panel to each Tr. fix 50 Mtr. 372.69

compansation Panel)

5.3 SITC of 3C x 300 sq. mm. A2XFY(X) Cable (2R for each PMCC panel to 8 Nos. 250 450 Mtr. 815.00

KW Subm. pump motor J.B.)

5.4 SITC of 4C x 10 sq. mm. A2XFY(X) Cable (1 no. for EOT Crane at P.H., 1 no. for EOT 200 Mtr. 138.37

Crane at Mechnical screen, 1 no. for Portable Dewatering Pump panel)

5.5 SITC of 4C x 6 sq. mm. A2XFY (X) Cable (For 2 nos. Indoor LDB, 1 no. Outdoor 150 Mtr. 124.23

LDB, 1no. For mechnical screen panel)

5.6 SITC of 4C x 2.5 sq. mm. 2XWY(X) Cable (8 nos. MOV at pump Delivery, 1 no. 1600 Mtr. 269.67

MOV on Header, 1 no. for MOG at Inlet chamber, 4 nos. for MOG at Sump Inlet, 3 nos.

for MOG at screen Inlet chamber, 3 nos. for MOG at screen Outlet chamber, 2nos. for

MOG at sump interchange compartment, 1 no.for ICP & 15 nos.for street light)

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

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

Box, 2 nos. APFC CT, 2 nos. AHF CT)

5.80 SITC of 7C x 2.5 sq.mm. 2XWY(X) Cable (For Pump-Motor LCS) 400 Mtr. 300.00

5.90 SITC of 10C x 2.5 sq.mm. 2XWY(X)Cable (2 Run Tr. to HT Panel control cable) 150 Mtr. 510.00

5.10 SITC of 12C x 2.5 sq.mm. 2XWY(X) Cable (8nos. For PMU, 8 nos. MOV at pump 1600 Mtr 419.15

Delivery, 1 no. MOV on Header, 1 no. for MOG at Inlet chamber, 4 nos. for MOG at

Sump Inlet, 3 nos. for MOG at screen Inlet chamber, 3 nos. for MOG at screen Outlet

chamber, 2nos. for MOG at sump interchange compartment)

6.1 CABLE END TERMINATION AND CONNECTION: 48 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 (5R for each PMCC panel to APFC

panel -1 & 2, 2R for each PMCC panel to 4 Nos. 250 KW VFD Panel, 3R for each

PMCC panel to AHF panel -1 & 2)

6.2 Same as above but, 3.5C x 70 sq. mm. A2XFY(X) Cable (1R for each PMCC panel to 4 Nos. 298.00

each Tr. fix compansation Panel)

6.3 Same as above but, 3C x 300 sq. mm. A2XFY(X) Cable (2R for each PMCC panel to 8 32 Nos. 960.00

Nos. 250 KW Subm. pump motor J.B.)

6.4 Same as above but, 4C x 10 sq. mm. A2XFY(X) Cable (1 no. for EOT Crane at P.H., 1 6 Nos. 128.00

no. for EOT Crane at Mechnical screen, 1 no. for Portable Dewatering Pump panel)

6.5 Same as above but, 4C x 6 sq. mm. A2XFY (X) Cable (For 2 nos. Indoor LDB, 1 no. 8 Nos. 111.00

Outdoor LDB, 1no. For mechnical screen panel)

6.6 Same as above but, 4C x 2.5 sq. mm. 2XWY(X) Cable (8 nos. MOV at pump 76 Nos. 65.65

Delivery, 1 no. MOV on Header, 1 no. for MOG at Inlet chamber, 4 nos. for MOG at

Sump Inlet, 3 nos. for MOG at screen Inlet chamber, 3 nos. for MOG at screen Outlet

chamber, 2nos. for MOG at sump interchange compartment, 1 no.for ICP & 15 nos.for

6.7 Same as above but, 2C x 2.5 sq. mm. Multi strand 2XWY(X) Cable (For 2 nos. Tr. 12 Nos. 49.49

Marshalling Box, 2 nos. APFC CT, 2 nos. AHF CT)

6.8 Same as above but, 7C x 2.5 sq.mm. 2XWY(X) Cable (For Pump-Motor LCS) 16 Nos. 210.00

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

6.10 Same as above but, 12C x 2.5 sq.mm. 2XWY(X) Cable (8nos. For PMU, 8 nos. MOV at 60 Nos. 260.00

pump Delivery, 1 no. MOV on Header, 1 no. for MOG at Inlet chamber, 4 nos. for MOG

at Sump Inlet, 3 nos. for MOG at screen Inlet chamber, 3 nos. for MOG at screen Outlet

chamber, 2nos. for MOG at sump interchange compartment)

7.1 CABLE TRAY 300 Mtr. 694.88

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

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

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

respects as per Specification. And including all accessories.

600 x 100 mm - Ladder type

7.2 300 x 100 mm - Ladder type 250 Mtr. 556.51

7.3 150 x 50 mm - Ladder type 380 Mtr. 278.76

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

7.4 Supply, laying and erection of 125 mm (ID) approved make Double Walled 100 Mtr. 325.00

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).

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

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

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

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

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

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)

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

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

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

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

as instructed by EIC.

8.1 CHEMICAL EARTHING SYSTEM 8 Set 10,593.89

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

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

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

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

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

with constant ohmic value surrounded by highly conductive corrosion resistant chemical

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

length of Pipe with two nos. 25Kg. bag of Back filling compound.. (2nos. for HT Panel,

2 nos. Each for neutral of Tr.-1 & 2, 2 nos. for ICP earthing)

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

8.2 SITC of Maintenance free chemical earthing with earthpit of minimum bore size dia. 16 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. Each for

Tr.1 & Tr.2 Body, 2nos. for LT Panel, 4nos. for pump motor set & 6nos. 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 1404 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, 3.12x450Mt.=1404kg.)

8.3(b) SITC of 25mm(w) x 3mm(T) etc. sizes as required, HOT dip galvanized GI Strip 180 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 150 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 80mtr.=150.4Kg.)

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

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

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

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 pole 57 Kg. 77.77

(8 SWG G.I Strip, 0.103 Kg/m, 0.103 x 550Mt.=56.65)

9.1 INTERNAL WIRING 250 Mtr. 78.78

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

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

Rigid PVC pipe and accessories to be erected concealed in / to be run on surface / wall /

ceiling with following sizes as mentioned below. The unit rate wirings shall be with

connector, PVC junction box, wires, holder, ceiling rose, angle holder, switch, sockets,

switch board, brass chromium / cadmium plated machine screws, phase and neutral

wires, green Earth continuity wires etc. as required to complete wiring from LDB panel

to the final outlet termination points. The wiring shall be as per IS:732, IS:4648 and

as per tender specification / IS.

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

9.2 As per above but (b), SITC of Mains wiring with 3 wire 2.5 sq.mm as per tender 250 Mtr. 96.96

specification & IS.

9.3 As per above but (c ), SITC of Mains wiring with 4 wire 1.5 sq.mm as per tender 200 Mtr. 86.86

specification & IS.

9.4 As per above but (d), SITC of Mains wiring with 4 wire 2.5 sq.mm as per tender 250 Mtr. 120.19

specification & IS.

9.5 SITC of Point wiring for Light / fan / Bell / Primary Point with 2nos. 1.5 sq. mm & 86 Nos. 329.26

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

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

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

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

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

with medium class Rigid PVC pipe & accessories.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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.

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

9.9 SITC of One 300/380 mm dia. Ex fan 16A independent Plug point near Ex. Fan with 10 Nos. 570.65

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.

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

9.10 SITC of 380mm sweep 1400 R.P.M exhaust fan, capacitor type, having double ball 9 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 No. 1,883.65

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 4 Nos. 772.65

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

confirms to IS: 8828. (1 no. for EOT Crane at P.H., 1 no. for EOT Crane at Mechnical

screen, 2nos for WR-DB)

10.1 LED LIGHT FIXTURES & LIGHTING: 50 Nos. 589.84

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

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

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

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

diffuser and/or Polycarbonate optics with company mark/name

120 to 300 V,Power Factor more than 0.9, THD < 10 %,

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

Luminaire efficacy> 85 lumens/watt

LED driver efficiency > 85 %

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

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

(3nos. at Torrent Room, 3nos. AMC HT room, 25nos. for LT Room, 14nos at PH, 5nos.

for PLC Scada Room)

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

white with PC diffuser suitable for B22 LAMP holder

(1no. at Torrent Room, 1no. AMC HT room, 2nos. for LT Room, 2nos. At PH., 1no. For

PLC scada Room)

10.3 1200mm sweep ceiling fan, capacitor type, having double ball bearing 450mm down 7 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

10.4 SITC of 40W LED Surface / Wall mounted LED Flood Light fittings with High 10 Nos. 5,194.43

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

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

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

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

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

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

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

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

For Indoor use: (Pump House)

10.5 SITC of 'B' class galvanised iron pipe 32 mm outside dia 45 cms long duly welded on 24 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.

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

11.1 EXTERNAL LIGHTING (Flood LIGHT): 12 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:

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): 15 Nos. 10,688.83

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

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

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

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

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

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

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

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

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

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

12.2 SITC of 70W LED Street light fittings with High power White LEDs wattage of 1Watt 15 Nos. 5,976.17

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

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

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

company mark/name engraved or embossed

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

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

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

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

12.3 SITC of M-20 / 1:2:4 cement concrete foundation for Street light pole & 70 % PCC 15 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 10 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 wounds 6 Nos. 299.97

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

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

above contents shall be of standard makes)

13.3 Supply & fixing of printed instruction (First Aid) Chart both in English and Gujarati and 4 Nos. 130.29

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

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

comprising 1500 mm in length, 900 mm height frame made out of 30mm X30 mm X

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 AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

Sr. Unit Rate, Rs.

Item Description Qty. Unit Amount, Rs.

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

battery for 3 hours operation during mains power failure.

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

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 as 45 Sq.mtr 1,027.17

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

requirement. (For LT Panel)

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

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

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

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

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

reimbursed on submission of original receipt to Client).

Liasoning Charges shall include preparing required attested documents & drawing for

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

B TOTAL OF ELECTRICAL WORKS WITHOUT GST

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF AUGMENTATION WORK OF CIVIL, ELECTRICAL, MECHANICAL &

INSTRUMENTATION WORKS FOR SEWAGE PUMPING STATION (SPS) AT NAVANA OF AMC.

ITEM DESCRIPTION QTY. UNIT RATE AMOUNT

1.0 INSTRUMENTATION WORK 8 NOS. 5,413

PRESSURE MEASURING SYSTEM

Supply, installation, testing & commissioning of Diaphragm Type Pressure Guage

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

SS 316 (3 way 2 valve manifold, nipples, coupling etc.) complete in all respects and as

per specification.

Range : 0 - 4 Kg/cm2 (at each pump delivery side)

1.1 Supply, installation, testing and commissioning of Pressure Transmitter with local 8 NOS. 29,147

display all mounting accessories,three way manifold, hardware, etc.

Range : 0 - 4 Kg/cm2 (at each pump delivery side)

2.0 LEVEL MEASURING SYSTEM 6 NOS. 84,588

Supply, installation, testing and commissioning of Hydrostatic type Level Transmitter for

Diff. level based auto operation of Screen along with 30 meter cable, junction box, all

mounting accessories, hardware, Fixing of 2" size PVC pipe in Screen Chamber 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 at sump (at Upsteram of both Manual Coarse Screen in each

screen Chamber)

2.1 LEVEL MEASURING SYSTEM 2 NOS. 2,00,372

Supply, installation, testing and commissioning of Remote type Ultrasonic Level

Transmitter along with 10 meter cable between Sensor and Transmitter, all mounting

accessories, hardware, etc. complete in all respects and as per specification and having

following measurement ranges for liquid (Sewage) application:

Meas. Range: upto 20 mtr. (at Both Comp. of Sump)

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 transmitter.

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

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

comprising of IP-68 Sensor, IP-66 remote type transmitter with 30 m cable between

sensor and transmitter along with all mounting accessories, Weather proof enclosure for

transmitter, hardware, mounting stand, etc. as per specification and to complete the work

in all respect as per site condition necessary connection with pipe and shall have

following size.

Meter size: 1200 mm NB (at Pump Header )

Pipe Size : 1200 mm NB

4.0 PLC BASED INSTRUMENT CONTROL PANEL 1 NO. 21,35,610

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

with Local SCADA system comprising of min. 24” PC Console with A4 size laser jet

printer for report / alarm printing, SCADA run time 25 display/ Equvalent Tag software

licence, 4G/ Latest GSM/GPRS modem for remote data transmission to Existing Central

SCADA of Client/AMC, Communication port for MFM, Etherenet Switch, etc.

Instrument Control Panel '(PLC Enclosure / Panel ) with necessary PLC based logic and

wiring , Min. 2 kVA UPS (with 60 min backup ), etc. complete in all respects and as per

specs PLC having minimum I/O count of 154DI / 70 DO /26AI / 6AO.These are the

minimum IO requirement if any other IO;s required to complete the work contractor shall

be provide the same without any extra cost

4.1 Necessary modification /provision in existing Central SCADA System at Central Control 1 LOT 57,070

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

The Scope shall include acqusition of data of SPS , graphics development, Data

mapping, Alarm management, logic development, Storage and Screen development, etc

for monitoring and control from existing Central SCADA shall be carried out by

sucessfull bidder or existing central SCADA contractor / Vendor and if it is carried outby

the existing central SCADA contractor the required charges as per this item shall be paid

by successfull bidder of SPS to Existing Central SCADA Contractor.

Client/ AMC shall provide necessary support to bidder for access in existing Central

SCADA for necessary modification & development as described above.

ITEM DESCRIPTION QTY. UNIT RATE AMOUNT

5.0 INSTRUMENT CABLE & ACCESSORIES 300 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 building.

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

5.1 SIGNAL CABLE 1100 Mtr. 177

5.2 CONTROL CABLE 1700 Mtr. 479

5.3 INSTRUMENT CABLE TRAY 60 Mtr. 787

G.I. Perorated type cable tray shall be made out of galvanized mild steel sheets of 2 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.

450 X 25 mm - Perforated type

5.4 100 X 25 mm - Perforated type 100 Mtr. 344

5.5 CABLE END TERMINATION & CONNECTION : 8 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.

5.6 SIGNAL CABLE 34 NOS. 184

5.7 CONTROL CABLE 68 NOS. 356

C TOTAL OF INSTRUMENTATION WORK WITHOUT GST

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

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

INSTRUMENTATION WORKS WITH 5 YEARS O&M FOR SEWAGE PUMPING STATION AT NAVANA OF

DESCRIPTION QTY. UNIT RATE AMOUNT

1.1 TOOLS & TEST EQUIPMENTS 1 No 8,000

Magger of range 0 -1000V

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

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

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

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

1.3 Single Phase Elect. Portable Air blower 1500 RPM 1 No 4,000

2.0 LADDER 1 No 16,000

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

They shall be of step ladder, foldable, self supportig type with sperader

of metalic angles or high strength.

3.1 OFFICE FURNITURE 1 No 8,000

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

3.2 Steel Office chair 4 Nos 3,500

3.3 Steel cupboard (4 feet H x 3 feet W x 1.0 feet 4 inch D) 1 No 16,000

D GRAND TOTAL OF TOOLS, TEST EQUIPMENTS & OFFICE EQUIPMENTS

D GRAND TOTAL OF TOOLS, TEST EQUIPMENTS & OFFICE EQUIPMENTS

Note: Above items shall be handed over to AMC before the commencement of O&M period for proposed SEWAGE

PUMPING STATION OF AMC

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Construction of Compound wall at Navana SPS in AMC Area

Item Description 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 923.00 130.39 Cu.m.

trenches, plinth, sides of foundation in layers not exceeding

cm in depth consolidating each deposited layer by ramming and

2a Providing & laying rubble soiling (hand packing) on prepared 145.00 1559.00 Cu.m.

surface and filling interstice with sand including all material,

spreading, watering etc completed as directed.

3 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 116.00 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 43.00 4627.21 Cu.m.

(b) RCC column 70.00 8247.73 Cu.m.

(c) RCC coping 29.00 5511.39 Cu.m.

(d) RCC Beam 52.00 5511.39 Cu.m.

4a Providing and Casting in situ controlled Cement Concrete M-

300 for R.C.C. Raft and cutt-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

a RCC Raft 210.00 4707.60 m3

4b Providing and casting in situ controlled cement concrete M-

300 for R.C.C. return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete.(A) Height from 0.0 to 5.0 M.

b RCC Wall 180.00 5279.06 m3

5 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. 17.00 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 341.00 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

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

7 20 mm thick sand faced cement plaster on walls upto height 10 1791.00 300.66 m2

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 1684.00 176.58 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 420.00 703.00 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 3475.00 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.

11 Empty boring to the required depth (measured from bottom of 260.00 380.74 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.)

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

12 Providing and placing with tremie reinforced cement concrete 41.00 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 130.00 486.77 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 4.00 4822.99 m3

M25 grade controlled cement concrete in pile cap and

retaining wall foundation using 6 mm to 20 mm machine

crushed well graded stone aggregate, sand of approved quality,

OPC 53 grade cement with contractor's own concrete mix

design as approved by 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.

15 Providing and applying Coal Tar Epoxy protective paint in two 1530.00 161.00 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 4.00 73012.07 MT

b Pile cap 1.00 73217.53 MT

c Tie beam, Column & Coping 48.00 76214.60 MT

17 Manufacturing, supplying, lowering, laying and jointing 150 132.00 364.00 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.

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

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 1300.00 84.13 Kg.

19 Labour charges for writing of capital letter "AMC" in green 159.00 277.00 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.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Construction of Misc. Works at Navana SPS in AMC Area

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

1 Clearing and grubbing road land including uprooting 1.00 28393.04 Ha

rank 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 light jungle

2 Carting of materials such as manure or sludge from the

site to approved location, including loading, unloading,

stacking and spreading etc. complete.

3 Demolition including stacking of serviceable materilas 2.00 1057.85 3

and disposal of unserviceable materials with all lead

and lift. (i) R.C.C. work

4 Demolition and disposal of unserviceable materials 2.00 609.26 m3

with all lead and lift.(i) Plain Cement Concrete

5 Dismentling steel work including distempering and 20.00 3.67 Kg

stacking the materials with all lead and lift.

6 Demolition of Brick work and stone masonry including 2.00 550.40 m3

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In

7 Dismentling doors, windows, ventilators etc. (wood or 2.00 187.71 Each

steel) shutters including chowkhats architraves, hold

fasts and other attachment etc. complete and stacking

them within all lead and lift.(i) Not exceeding 3 Sq.M.

8 Dismantling of flexible pavements (Bituminous 1.00 403.75 m3

surface and Crust) and disposal of dismantled

materials with all lead and lift, stacking serviceable and

unserviceable materials separately as directed by

engineer in charge.

9 Providing and fixing 40mm dia. GI pipe medium 5.00 1784.00 Rmt

weight (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

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

10 Earthwork for embankment including breaking clods, 5900.00 183.70 m3

dressing with all lead and lift (excluding watering and

consolidation) (E) From Borrow area within 3.0 Km.

lead Rolling of earthwork in layers with power roller

including filling in depressions which occur during the

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

including conveying and spreading the stuff,

embankment as and where directed within 300 meters

from the end of the cutting with all required lead and

12 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

13 Filling in Plinth with sand under floors including 80.00 460.19 m3

watering ramming,consolidating and dressing complete

14 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.

(i) With Form work 60.00 4906.00 m3

(ii) Without Form work 5.00 4732.00 m3

15 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,

a) R.C.C. slabs and platform 80.00 8077.00 m3

16 Providing TMT Bar Fe-500/500D reinforcement bars 11.00 76214.60 MT

for R. C. C. work including bending, binding and

placing in position complete upto floor two level.

17 Supplying, cleaning, cutting, bending, welding, 3580.00 84.13 Kg

fabricating, 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

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

18 Earthwork in embankment including breaking clods, 350.00 183.70 m3

dressing 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).

19 Construction of 200 mm thick un-reinforced plain 1750.00 1756.00 m2

cement 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

200 mm thick WMM with necessary

excavation/loosening and recompacting ground as per

respective MoRTH specification and as directed by

engineerin chargeengineerin charge

20 Providing and fixing pre-cast Rubber Dye / steel Dye 1200.00 686.90 Smt

inter 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 35 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)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Construction of Toilet Block at Navana SPS in AMC Area

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

1 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

2 Filling with available excavated earth (excluding rock) in 3.00 130.39 m3

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

in depth consolidating each deposited layer by ramming and

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.

(i) 0 to 5 Km lead 4.00 103.26 m3

4 Providing and laying cement concrete 1:3:6 (1- Cement : 3- 0.60 3005.76 m3

coarse sand : 6- hand broken stone aggregates 40 mm nominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

5 Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies Lintels, Beams, Girders and

Cantilever upto floor two level. (excluding cost of reinforcement)

with centering & shuttering/ deshuttering etc.

a) R.C.C. slabs 0.60 5014.00 m3

6 Providing TMT Bar FE 500D reinforcement for R.C.C.work 0.04 76214.60 MT

including bending, binding and placing in position complete upto

floor two level

7 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 directed.

(ii) Ceiling 3.00 249.60 m2

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

8 20 mm thick sand faced cement plaster on walls upto height 10 28.00 300.66 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.

9 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

25 mm thick 2.00 992.66 m2

10 Providing and laying white glazed tiles 6mm thick in flooring 2.00 917.25 m2

treads of steps and landing laid on a bed of 25mm thick cement

mortar 1:3 (1-cement : 3- coarse sand ) finishing with flush

pointing in white cement.

11 Providing and laying white glazed tiles 6mm thick in skrting 1.00 1054.67 m2

risers of steps and dedo on 10mm thick cement plaster 1:3 (1-

cement : 3-coarse sand) and jointed with white cement slurry

12 Brick masonry in cement mortar (1:5) using common burnt clay 7.00 4326.75 m3

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

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

etc. at all levels.

13 Brick work using common burnt clay building bricks having 8.00 4051.78 m3

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

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

coarse sand) including racking out joints, curing, scaffolding

required if any etc. complete, as directed.

14 Wall painting (two coats) with plastic emulsion paint of approved 28.00 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

15 Distempering (three coats) with oil bound distemper of approved 21.00 107.23 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.

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

16 Providing & fixing in position aluminum fully paneled doors with 15 2.00 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.

17 Providing and fixing standared extruded of alluminimum section 1.00 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

18 Kota stone in Jams and Sills of the window and ventilation and 2.00 1279.00 m2

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

19 Providing throating or plaster drip and moulding to R.C.C 2.00 41.66 Rmt

20 Providing and fixing PVC pipe of 6 Kg./cm2 of 160 mm dia of 3 1.00 1290.00 No

m length for rain water pipe with shoe.

21 Providing and laying broken China Mosaic flooring for terrace 2.00 747.29 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.

22 Filling in foundation & plinth with murrum or selected soil in 2.00 289.06 Cum

layers of 20 cm thickness including watering, ramming and

consolidating etc complete.

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

23 Providing and fixing water closet squatting pan (Indian type W.C. 1.00 1670.96 No

pan) size 580 mm x 450 mm white colour vitreous china long

pattern type conforming to IS : 2556 (Part III) together with

mm size vitreous China 'S' trap as per IS : 2556 (Part XIII) both

of an approved make including jointing the trap with the pan and

soil pipe in C. M. 1:1 (1 cement : 1 sand) with 32 dia. C. P. brass

half turn flush cock complete including earthwork, bed concrete

24 Providing and fixing flat back white colour vitreous china wash 1.00 1996.65 No

basin 550 mm x 400 mm size with CI brackets painted white.

Wash basin shall have 15 mm dia GI supply pipe, overflow chase,

15 mm dia pillar cock and stop cock with PVC bottle trap and

PVC pipe piece upto wall plus 32 mm dia PVC waste pipe upto

floor level connected to 32 mm dia CI pipe below floor and

connected to nearby floor trap complete with unions and

plumber's white soldered joints with necessary cleaning eye,

complete. All chases cut in wall for fixing pipes shall be made

good in CM (1:4).

25 Providing, laying and jointing in true line and level U.P.V.C. Pipe

(SCH-40) for including fittings make PRINCE / SUPREME /

ASTRAL / FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed including

necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all

a) 15 mm dia. 100.00 72.65 Rmt

b) 25 mm dia. 25.00 91.84 Rmt

26 Providing & fixing gun metal check or non return full way wheel

27 Providing and fixing brass screw down stop tap. (A) 1.00 205.83 No.

28 Providing and fixing screw down bib taps of following 2.00 158.86 No.

size.(C)Gun metal screw down bib tap. i) 15mm dia.

29 Providing and fixing 150 mm x 100 mm intercepting sewer trap 1.00 731.24 No.

embedded in concrete complete including excavation and

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

30 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- 1.00 13015.93 No.

cement: 2-coarses and :4- graded stone aggregate 20 mm nominal

size) foundation concrete 1:3:6 mix (1-cement : 3-coarse sand : 6-

Brick bats 40+50 mm size) inside plastering 15 mm thick with

Cement Mortar 1:5 (1-Cement : 5-coarse sand)finished with a

floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement: 2-Coarses and : 4-stone aggregate

20 mm nominal size) finished smooth complete including curing

and festing (i) Inside size 900mm x 1200 mm and 2.0 M. deep

including C.I. cover with frame size 560mm diameter total weight

of cover and frame to be not less than 128kgs. (Wt. of cover

64Kg. and Wt. of frame 64Kg.) (A) With 230 mm thick walls of

brick msonry using brick having crushing strength not less than

35Kg./Sq.cm. in Cement Mortar 1:5 (1-Cement : 5-Coarse sand)

(1) A type depth 0.90 Metre for 150 mm diameter sewer.

31 Constructing brick masonry chamber for under ground C.I. 1.00 3660.76 No.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg.Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm internal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23Kg.) and Wt. of frame 15Kg.) (R.C.C. top slab e with

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

20mm size) foundation concrete 1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished smooth with a floating coat of

neat cement on walls and bed concrete etc. complete. (ii) Inside

dimensions 500mmx700mm and 450mm deep for pipe line with

one or two inlets. (upto 10 ton)

32 Providing and fixing cast iron (Spun) Nahni trap of the following 1.00 606.08 No.

nominal diameter of self cleaning design with C.I. screaed down

or hinged grating including cost of cutting and making good the

walls and floor 100mm inlet and 50mm outlet. (C) 100mm dia.

33 Providing and fixing S.W. gully trap with C.I. grating brick 2.00 1246.92 No.

masonry chamber and water tight C. I. cover with frame of

mm x 300 mm size (inside) with standard weight. (i) Square

mouth traps.(B) 150mm x 100mm size P or R type

34 Providing and fixing100mm size P or Strap for water closet 1.00 314.97 No.

squatting pan including jointing the trap with the pan and soil

pipe in cement Mortar1:1 (1-Cement : 1-Fine sand) (A) Vitreous

35 Providing and laying (to level or slopes) and jointing with stiff 25.00 291.11 Rmt

mixture of Cement Mortar in proportion 1:1 Selt glazed stone

ware pipes including testing of pipes and joints

complete.(B)150mm dia. (upto 10 ton)

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

36 Providing erecting and fixing double coated syntex PVC (ISI) 500.00 3.95 litre

water tank of required capacity each with all necessary fittings

and connection etc. complete on terrace.

Signature of Contractor Additional City Engineer (Drainage Projec

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

PROVIDING AND LAYING 1400 MM DIA. MS RISING MAIN FROM PROPOSED SPS AT NAVANA

TO EXISTING SEWERAGE TRUNK MAIN OF AMC AREA

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) 1422 mm Outside diameter with 12.5 mm thick MS 5100.00 34342.00 Rmt

03 Supply, fabrication, transporting, including all taxes, insurance 107232.00 98.00 kg

etc. aligning & fixing in position flange ends and mild steel

specials and fixtures including in lining and out coating in

accordance with IS : 5822-1994 or its latest edition from MS

plates or coils (plate shall be as per IS : 2062 as per its latest

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.

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

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

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 564.00 5520.00 m3

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) 8.00 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 - 2.00 77504.00 MT

500 grade for all diameters.

07 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 gear operated (PD Type short body)

08 Providing, supplying, lowering and laying CI/DI Tamper 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. complete.

With Isolating Sluice Valve PN

09 Refilling the pipeline trenches including ramming, watering, 36912.00 22.00 m3

consolidating disposal of surplus stuff as directed within a

radium of 3 Km.

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

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

asphalt pavement/RCC of thickness upto 0.2 mt. including

demolishing the asphalt carpet, metal, solling/cutting

reinforcement etc. complete with stacking the material as

a) Upto 0.2 meter thickness (By Manual) 24761.00 72.14 Smt.

11 Providing, laying, spreading and compacting graded stone 6191.00 1146.95 m3

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix

plant carriage of mixed Material by tipper to site, laying in

uniform layers in subbase / base course on well prepared

surface and compacting with vibratory roller to achieve the

12 Construction of chambers in RCC M30 with Ordinary Portland

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

M 15 , epoxy paint,cost of excavation, refilling and PVC foot

steps including providing RCC Slab in one single piece with

Providing & fixing of FRC (heavy duty) machinehole frame

and cover etc. complete.

b) PCC M-15 (Without formwork) 28.00 4732.00 m3

RCC Wall 83.00 8083.00 m3

RC.C. Top Slab 27.00 8213.00 m3

RC.C. Base Slab 27.00 8213.00 m3

d) TMT Fe-500 Reinforcement 11.00 77504.00 MT

e) Epoxy paint 375.00 90.00 m2

f) RCC Precast MH Frame & Cover 12.00 2146.25 Nos.

g) Refilling 178.00 22.00 m3

h) PVC steps 108.00 87.00 Nos.

13 Stitch core cutting by Hilti or Equivalent tools for 600 to

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. 17.00 5700.00 Rmt.

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

14 Grouting with 1:3 cement mortar for anchor bolt pockets 5.00 3587.13 m3

machine bases, pipe sleeves, pocket holes etc. including

roughening and cleaning of concrete surfaces curing etc.

15 Fixing of Rebar on concrete structure for connection with new

structure using Hilti/Fischer or equivalent technology

including all labour,tools & tackels temporary arrangement,

saftey measures etc. complete .

12 mm dia. Bar 10.00 230.00 No.

16 mm dia. Bar 10.00 690.00 No.

20 mm dia. Bar 10.00 1323.00 No.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates for

Pipe Pushing work for Crossing 1400 mm dia MS pipe by 2000 mm dia RCC NP4 pipe for 60 mt.

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

01 Laying 2.0 m. dia. RCC NP4 pipe (by Pushing method) of 60.00 41970.00 Rmt.

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

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

(b) 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

(c) 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

(d) 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.

(e) Applying 2 coats of approved quality epoxy 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 inRCC 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

i) Top Slab 10.00 8213.00 m3

ii) Bottom Slab 10.00 8213.00 m3

iii) Wall 26.00 8083.00 m3

c) Reinforcement TMT Fe-500 5.75 77504.00 MT

04 Providing and applying Epoxy paint of approved make to 100.00 90.00 m2

concrete surface for RCC work or any other structure

including cleaning the surface by scrapping and air blowers

to the satisfaction of Engineer-in-charge necessary

scaffolding etc. complete with all leads and lifts and giving

satisfactory hydraulic test for water tightness as per IS

For new surface- Two coats

05 RCC precast M.H. Frame & Cover Manufacture, supply & 2.00 2146.25 No.

Delivery at site of work precast RCC M.200

Frame & cover suitable to drainage M.H. and as per type

design & Drawing including cost of reinforcement M.S.

Angles or Flat, curing mold work etc.

Heavy Duty Frame & cover suitable for 560 mm opening

06 Providing and fixing water tight construction or expansion 20.00 330.00 Rmt

joints 150 mm. dia. Wide thin ribbed PVC

07 Extra rate over item of excavation of earth for excavation of 40.00 72.14 Sq.m.

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)

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

08 Providing and supplying lSI Standard R.C.C. pipes(of OPC)

in standard lengths of following class and diameter suitable

Socket and Spigot joints including EPDM Rubber Ring as

per IS 5382-1985 including all taxes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS - 458 -2021)

RCC NP4 Pipe (with OPC Cement)

09 Designing, Manufacturing, Lowering in pipe, 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.

1422 mm Outside diameter 12.5 mm thick MS plate 60.00 36073.00 Rmt.

10 Refilling the trenches incl. ramming, watering, 71.00 22.00 m3

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

11 Providing and fixing plastic moulded reinforced steps with 27.00 87.00 No.

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

material (vergin)etc complete.

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

12 Conveyance charge of earth, lime, murrum, building

'rubbish, manual garbage, sludge, excavated rock, fly

ash,'aggregate of any kind etc. complete.

(ii) 5 to 10 Km lead 47.00 150.63 m3

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

SCHEDULE OF QUANTITIES AND RATES FOR SITC OF ELECTRO-MECHANICAL WORKS WITH 5 YEARS O&M FOR SEWAGE

PUMPING STATION (SPS) AT NAVANA OF AMC.

(C) OPERATION & MAINTENANCE

The works of this schedule comprises of the supply of all spare parts as required including the supply of all labour (including reliever to ensure presence of

specified type and no. of manpower per shift), materials, consumables (except electrical power), equipments, tools and tackles and comprehensive operations

and maintenance of SPS AT NAVANA during the 5 Year of O & M from the date of successful commissioning as shown in table below.

Item No. Rate per Amount

Item of Work Duration Unit

1.0 Staff Salary

1.1 During First year 12 Months 1,16,346

The work of this schedule comprises of deployment of all operating crew/labour

(including reliever to ensure presence of specified type and no. of manpower per shift) at

SPS of AMC during 5 Years of O & M from the date of successful commissioning as

shown in table below.

Total staff salary for First years for Operation and security, repairing and maintenance

for the complete year period.

a) Pump operator-(ITI-Wireman/Eletrician) (3 nos - One for each shift of 8 hrs.)

b) Security cum Helper-(min. 10th pass-of age < 45 years) (3 nos. - One for each shift of

1.2 Total of Manpower for Second Year (10% of Escalation on previous year) 12 Months 1,27,981

1.3 Total of Manpower for Third Year (10% of Escalation on previous year) 12 Months 1,40,780

1.4 Total of Manpower for Forth Year (10% of Escalation on previous year) 12 Months 1,54,858

1.5 Total of Manpower for Fifth Year (10% of Escalation on previous year) 12 Months 1,70,344

2.0 Comprehensive Maintenance

2.1 Comprehensive repairing, supply of spares and maintenance of entire works alongwith 12 Month -

administration & management charges including running office, cost of lubricants,

consumables, spares, tools & tackles, statutory periodical approvals & testing of

eqipment etc. required in all except supply of electric power and water during O&M

period for First Year of O&M period.

(Covered under Defect Liablity Period for First Year)

2.2 Total of Comprehensive Maintenance, repairing, Spares, Consumables etc. for second 12 Month 91,341

year of O&M period.

2.3 Total of Comprehensive Maintenance, repairing, Spares, Consumables etc. for entire 12 Month 1,00,476

works in SPS for Third year of O&M period (10% of Escalation on previous year)

2.4 Total of Comprehensive Maintenance, repairing, Spares, Consumables etc. for entire 12 Month 1,10,524

works in SPS for Fourth year of O&M period. (10% of Escalation on previous year)

2.5 Total of Comprehensive Maintenance, repairing, Spares, Consumables etc. for entire 12 Month 1,21,577

works in SPS for Fifth year of O&M period. (10% of Escalation on previous year)

3.0 Monthly charges for SIM card for remote data transmittion to central SCADA of client / 60 Month 500

E TOTAL OF O&M FOR 5 YEARS

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :