Providing and Laying Sewerage lines from Vanarvat Lake-Zeel Residency to Vatva Nigam Sewage Pumping Station in South Zone

Providing and Laying Sewerage lines from

Vanarvat Lake-Zeel Residency to Vatva Nigam

Sewage Pumping Station in South Zone of 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. 15/04/2026 upto 18.00 hours

(3) Last Date of submission of Blank tender : Dt. 16/04/2026 up to 16.00 hours by Speed

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

documents. Hand delivery.

(4) Date of e-Tender (Technical Bid) Opening : Dt. 16/04/2026 at 17.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Providing and Laying Sewerage lines from Vanarvat Lake-Zeel Residency to Vatva

Nigam Sewage Pumping Station in South Zone of AMC area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 1,42,631/-

Date of Opening of Tender :

Quoted Price in Rs. 1,42,63,133/-

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 (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

TENDERED COST FOR

PROVIDING AND LAYING SEWERAGE LINES FROM VANARVAT LAKE-

ZEEL RESIDENCY TO VATVA NIGAM SEWAGE PUMPING STATION IN

SOUTH ZONE OF AMC AREA

Sr. No. Component Cost in Rs.

1 Providing & Laying Sewerage lines from Vanarvat lake-

Zeel Residency to Vatava Nigam sps of AMC Area

2 Pipe Pushing work for crossing 600 mm dia RCC NP4

pipe by 1200 mm dia RCC NP4 pipe under Road

3 Shifting of Utilities

Total Cost in Rs.

Signature of Contractor Additional City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

SCHEDULE OF QUANTITIES AND RATES FOR

PROVIDING & LAYING SEWERAGE LINES FROM NEAR VANARVAT LAKE- ZEEL

RESIDENCY TO NIGAM SPS OF AMC AREA

Item Description Qty. Rate in Rs. Unit Amount

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

strutting if required as per required gradient and line including

safety provisions using site rails and stacking excavated stuff

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

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

2 Extra rate over item of excavation of earth if excavation is to be 1760.00 18.04 3

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

bailing out of water.

3 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading. RCC pipe 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.

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

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

directed by Engineer-in-charge including conveyance from stores

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

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

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

grade Controlled concrete as per drawing, in OPC including

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

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

cover including inside epoxy paint complete etc.

For 300, 450 & 600 dia. Pipe(upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth 14.00 39704.00 No

(ii) 1.2 dia - 2.01 to 2.99 m Depth 5.00 9034.00 Rmt.

(i) 1.2 dia x 3.0m Depth 14.00 51280.00 No

6 Providing and casting in situ C.C. in grade M-20 (proportions as 12.00 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 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

Item Description Qty. Rate in Rs. Unit Amount

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

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

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

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

8 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) 610.00 72.14 Smt.

9 Extra rate over item of excavation of earth for excavation of 265.00 180.36 Smt.

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

breaker machine of RCC Cutter machine including cost of

operator, fuel, &transportation etc complete).

10 Providing, laying, spreading and compacting graded stone 220.00 1146.95 3

aggregate to wet mix macadam specification including premixing

the Material with water at OMC in mechanical mix plant carriage

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

subbase / base course on well prepared surface and compacting

with vibratory roller to achieve the desired density as per MoRTH

11 Dismentaling of the existing structure including removing and 540.00 886.05 m3

stacking the dismentelled materials as and where directed (a)

12 Construction of 150 mm thick un-reinforced plain cement concrete 1795.00 928.00 Sq.m

pavement with M - 25 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 100 mm thick WMM

with necessary excavation/loosening and recompacting ground as

per respective MoRTH specification and as directed by engineerin

13 Refilling the pipeline trenches incl. ramming, watering, 5595.00 22.00 m3

consolidating disposal of surplus stuff as directed within a radius

14 Providing and erecting steel ventilating columns of 12.0 mt. height 2.00 17278.21 No.

& 15 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. complete

15 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.

Item Description Qty. Rate in Rs. Unit Amount

RCC Wall 22.00 8083.00 m3

RC.C. Top Slab 5.00 8213.00 m3

RC.C. Base Slab 7.00 8213.00 m3

d) TMT Fe-500 Reinforcement 4.00 77504.00 MT

e) Epoxy paint 95.00 90.00 m2

f) RCC Precast MH Frame & Cover 2.00 2146.25 Nos.

g) Refilling 105.00 22.00 m3

h) PVC steps 28.00 87.00 Nos.

16 Dewatering by pumping set of required capacity including 27295.00 18.32 HP/hr

temporary platform carting pumping at site and fixing the same in

position including all accessories, and fuel and labour etc.

17 Providing and operation dewatering Pump including fuel charges & 50.00 541.07 Shift

operator Charges etc. as directed etc. comp. (Shift for Eight Hour)

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

condition of machinery )

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

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

kind etc. complete.

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

Dewatering and other required machinery etc. of following dia

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

repaired as per instructions.etc. complete.

20 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.

12 mm Dia. Bar 15.00 340.00 No.

16 mm dia. Bar 15.00 1021.00 No.

20 mm dia. Bar 15.00 1954.00 No.

21 Stitch core cutting by Hilti or Equivalent tools including removal and 10.00 6555.00 Rmt.

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 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.

23 Demolition including stacking of serviceable materilas and disposal of 50.00 1057.85 m3

unserviceable materials with all lead and lift. (i) R.C.C. work

24 Demolition including stacking of serviceable materilas and disposal of 50.00 609.26 m3

unserviceable materials with all lead and lift. (i) P.C.C. work

Item Description Qty. Rate in Rs. Unit Amount

25 Demolition of Brick work and stone masonry including stacking of 50.00 550.40 m3

serviceable materilas and disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

Signature of Contractor Additional City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates

Pipe Pushing work for crossing 600 mm dia RCC NP4 pipe by 1200 mm dia RCC

NP4 pipe under Road

Item Rate in Rs. Amount

Description Qty. Unit

01 Laying 1.2 m. dia. RCC NP4 pipe (by Pushing method) of 60.00 32730.00 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 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 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 Rate in Rs. Amount

Description Qty. Unit

02 Excavation for trenches with shoring & strutting if

required as per required gradient and line including all

safety provision using site rails and stacking excavated

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

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

Soil and soft murrum.

03 Construction of chambers built in RCC M30 with OPC

cement with TMT Fe-500 reinforcement,PCC150 mm

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

including formwork etc. complete. Concrete 'work should

be fair finish.

i) Top Slab 11.00 8213.00 m3

ii) Bottom Slab 11.00 8213.00 m3

iii) Wall 38.00 8083.00 m3

c) Reinforcement TMT Fe-500 7.50 77504.00 MT

04 Providing and applying Epoxy paint of approved make to 130.00 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

For new surface- Two coats

05 RCC precast M.H. Frame & Cover Manufacture, supply 4.00 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

06 Providing and fixing water tight construction or expansion 15.00 330.00 Rmt

joints 150 mm. dia. Wide thin ribbed PVC

07 Extra rate over item of excavation of earth for excavation 50.00 72.14 Sq.m.

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

Item Rate in Rs. Amount

Description Qty. Unit

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 Manufacturing, testing, supplying, loading,transporting to

worksite,unloading, lowering , laying & jointing RCC

NP4 pipe with Socket and spigot joints with ISI mark of

IS 458-2021 including EPDM Rubber ring as per IS 5382-

1985 etc.comp.As Directed by Engineering in charge

RCC NP4 Pipe (with SRC Cement)

10 Refilling the trenches incl. ramming, watering, 88.00 22.00 m3

consolidating desposal of surplus stuff as directed within

a radius of 3 km.

11 Providing and fixing plastic moulded reinforced steps 54.00 87.00 No.

with 10 mm TOR steel bar with plastic polyproclene

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

Signature of Contractor Additional City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates

Shifting of Utilities

Item Description Qty Rate in Rs. Unit Amount

1 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.

2 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 5.00 3156.25 No

0.60 depth up to 1 mt including excavation, B.B.C.C.

(1:5:10), 23 cms thick brick maso. wall in the prop. of CM

(1:6) with 40 mm thick IPS flooring in the prop M15

at bottom and 15 mm thick cement plaster inside the catch pit

in the proportion of CM (1:3) with out jali etc. comp. as

2A CatchPit Jali Fixing P/F FRC catch pit jali with frame 5.00 1397.77 No

600mm x 600mm clear opening etc. comp.. As directed by

engineer in charge

3 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 against to finish properly

4 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.

Item Description Qty Rate in Rs. Unit Amount

5 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, excavation re-filling and nece.

dewatering as per instrucation of engg. In charge.

6 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 50.00 296.30 Rmt

7 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.

8 Only Removing & Recover of existing CI/DI pipe line &

specials, removing any type of joint, carting it to the muni.

Stores as & where directed as per instruction of Engg. In

charge with excavation & refilling.

9 Removing silt from existing drainage line of any dia. meter in 200.00 283.00 Cmt

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

mention below etc. complete as per instruction of engineer in

Item Description Qty Rate in Rs. Unit Amount

10 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) 15.00 739.46 No

b) upto 0.35 mt (@ Four Coarse) 15.00 1172.32 No

11 Dismentaling of tiled of Stonre flooring laid in mortar 50.00 47.72 m2

including stacking of servicable material with all leadand lift

12 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)

(i) RCC Slab 20.00 5520.00 m3

(ii) RCC wall 20.00 6779.00 m3

13 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading, lowering, laying and jointing R. C. C.

pipes 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.

(a) 300 mm dia NP3 class 50.00 874.00 Rmt

(b) 450 mm dia NP3 class 50.00 1532.00 Rmt

(c) 600 mm dia NP3 class 50.00 2174.00 Rmt

(d) 900 mm dia NP3 class 50.00 3941.00 Rmt

(e) 900 mm dia NP4 class 50.00 6978.00 Rmt

14 Providing and applying 15 mm thick cement plaster in single 10.00 176.58 m2

coat on brick / concrete work for interior plastering upto

floor any level finished even and smooth in Cement mortar

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

scaffolding required if any, with necessary cement finishing

etc. complete as directed.

Item Description Qty Rate in Rs. Unit Amount

15 Providing and casting in situ C.C. in grade M-15 (approx. 5.00 4906.00 m3

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

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

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

RCC work, including scaffolding centering, form work,

needle vibrated consolidation, curing comp. (excluding cost

of reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. comp. for structure for other than

water retaining. Footing (with form work)

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

ingredients as per mix design by weigh batching using

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

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

centering formwork, needle vibrated consolidation, curing

and hydrulic testing etc. complete (excluding cost of

reinforcement) with centering & shuttering/ deshuttering etc.

for all water retaining structures.

R.C.C. slab and footings 2.00 8213.00 m3

R.C.C. walls and baffle wall 2.00 8083.00 m3

R.C.C. Top slab 2.00 8213.00 m3

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

crushing strength not less than 35 kg/cm2 in superstructure

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

18 Providing & Supplying JCB Machine on rental basis in case of 5.00 541.07 Hour

emergency situation and break down type work & also during

unavoidable condition as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and operating charges and stacking

of useful & non-useful materials separately up to store. (No

payment should be allowed for non working condition of

machinery and for pipe line excavation and laying work)

Signature of Contractor Additional City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :