Providing and Laying Sewerage Network and DI line with underground water sump in Cantonment Area

Providing and Laying Sewerage Network and DI line with

underground water sump in Cantonment Area.

Volume II:- Financial Bid

Section F: Schedule of Quantities & Rates

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

(2) Date of Pre-Bid Meeting : NA

(3) Last date of online Tender Submission : Dt. 17/09/2026 Up to 18.00 hours

(4) Last Date of submission of Blank tender : Dt. 18/09/2026 up to 16.00 hours by Speed Post

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

documents. delivery.

(5) Date of e-Tender (Technical Bid) Opening : Dt. 18/09/2026 at 17.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Website : www.egovamc.com

Providing and Laying Sewerage Network and DI line with underground water sump in

Cantonment Area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 1,01,795.00/-

Date of Opening of Tender:

Quoted Price in Rs. 1,01,79,037.64/-

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)

Rupees (in words)

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

Add % above Rs. Deduct % below Rs.

Total Rs. Net Rs.

In words In words

Signature of Contractor Additional City Engineer (Drainage Project)

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

DRAINAGE PROJECT

Name of Work: - Providing and laying Sewerage Network and DI line with underground water sump

in Cantonment Area

Sr No Description Amount

1 Providing and laying Sewerage Network and DI line with underground water sump

in Cantonment Area

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company’s seal :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

DRAINAGE PROJECT

Name of Work:- Providing and laying Sewerage Network and DI line with under ground water sump

in Cantonment Area

Quantity Rate Per Amount

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

01 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

Providing bedding incl. ramming,

watering,levelling, consolidating etc. as per

02 standard and instruction of engineer incharge . 2.00 329.00 Cum

As above with required qyality Sand brought

from Outside including all lead ( for RCC pipe )

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

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 ( for SWP pipe)

Providing and cast in situ C.C. in grade M-25

proportions of ingredients as per mix design by

weigh batching using granite, quartzite trap metal

of size 12 mm to 20 mm and or 6 mm to 12 mm

including scaffolding centering formwork, needle

04 vibrated consolidation, curing and hydraulic 2.00 8077.00 Cum

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

Providing and supplying ISI marked only

Standard length Stoneware pipes in standard

lengths of following class and diameter

including all taxes, insurance, transportation,

freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental

stores, stacking etc. complete. (IS - 651 / 1989)

Stroneware pipes

Manufacturing, testing, supplying,

loading,transporting to worksite,unloading.RCC

pipe in SRC Cement of following class with

Socket and spigot joints as per IS458-2021

including EPDM Rubber ring as per IS5382-1985

etc.comp.As Directed by Engineering in charge.

Lowering, laying and jointing Stoneware pipes in

C.M. 1:1 of following diameters in proper position

grade and alignment as directed by Engineer-

in-charge including labour, giving necessary

07 testing etc., complete including cost of

jointing materials including all the taxes, duties,

freight, insurance etc. complete.

Stroneware pipes

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

08 stores to site of work, labour, giving hydraulic

testing as per lSI code.

Providing and constructing Sewer Machinehole as

per the type design in brick masonary in C.M. 1 :

and inside and outside 20 mm thick plastering in

C.M. 1:3 necessary 100 mm coping with

reinforcement in R.C.C. M 200, providing and

fixing P.V.C steps and fixing Machinehole

frame and covers (But excluding supply of

Machinehole frame and covers over

Machinehole etc. complete, providing and fixing

safety chain wherever necessary as per the

stipulations in the type design complete as per

latest CPHEEO manual. (excl. excavation)

Machinehole type "A" circular type having inside

diameter of 1200 mm for depth upto 1.5 m depth

(For 150 mm to 500 mm dia sewer)

Machinehole type "A" as above but upto 1.0 m

Extra depth beyond 1.0 mt. but upto 1.5 mt. depth

for "A" type 5.00 6628.00 Rmt.

Machinehole above.

Machinehole type "B" circular type having inside

diameter of 1500 mm and for depth from 1.5 m to

4.0 mt. (For 150 mm to 600 mm dia sewer)

Machinehole type "B" as above but upto 1.5 m

Extra depth beyond 1.5 mt. but upto 4.0 mt. depth

for type "B" 2.00 12313.00 Rmt.

Machinehole above.

Providing and fixing F.R.C. MH seat cover incl.

carting to the work site etc. comp. Directed. F.R.C.

Extra Heavy Duty (EHD- 35) Manhole Covers &

Frames Cover: 728mmø & 100 mm thick

circular cover, 35.00MT load design,100 x 2mm

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

10 the cover & should be fitted with plastic cups. 20.00 2146.25 No.

Frame:560mm ø clear opening, -888 x 888 x

175mm. On the upper periphery off rame 25x3

mm wide MS flat should be well embed in

concrete to protect the edges off rame.

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

described as above.

Refilling the pipeline trenches incl.

11 ramming, watering, consolidating desposal of 201.00 22.00 Cum

surplus stuff as directed within a radius of 3 km.

Dismantling of the existing structure including

removing and stacking the dismantled materials as

and where directed (b) Stone pavement or Rubble

Dismantling of the existing structure including

removing and stacking the dismantled materials as

and where directed (b)

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)

Reinstatement of asphalt road/pavement using same

15 material for soling and providing new metalling 150.00 233.79 Sq.m

grouting with tack coat etc. complete as directed.

Shoring or timbering for trench with 50 mm thick

planks and suitable size truts etc. complete.

Providing and erecting steel ventilating columns of

12.0 mt. height & 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

17 base fixed firmly with necessary foundation with 10.00 17278.21 No.

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

Dewatering by pumping set of required capacity

including temporary platform carting pumping at

site and fixing the same in position including all

accessories, and fuel and labour etc. complete.

Making connection to the ex. M.H. in running

sewer incl. Dewatering and other required

19 machinery etc. of following dia pipes at any

convenient time. All damaged work shall be well

repaired as per instructions.etc. complete.

Providing and cast in situ C.C. in grade M-30

proportions of ingredients as per mix design by

weigh batching using granite, quartzite trap metal

of size 12 mm to 20 mm and or 6 mm to 12 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.

* R.C.C. slab and footings 2.00 8213.00 Cum

* R.C.C. walls and baffle wall 2.00 8083.00 Cum

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

21 reservoirs/structures only including lift below G.L. 0.50 77504.00 MT

for all diameters. Do - deformed (TMT) bars

confirming to relevant IS Fe - 500 grade for all

Providing, supplying,lowering, laying & fixing D.

I. K-9 grade pipes with EPDM gasket for

following nominal bore diameter with internal

cement mortar lining including all

23 taxes,insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking

etc. complete. (IS 8329-2000) DI K-9 with EPDM

Manufacture, supply & delivery ,including

fixing of Ductile Iron flange socket spigot

bends, tees, reducers of any other specials as per

BS-EN-545/1995 class-A series K12 suitable for

use with DI pipes manufactured per IS

8329/1994 delivery of specials is to be made to

Store or site of works anywhere including all

taxes, loading, unloading, carting,stacking,

insurance, inspection charges, octroi etc. complete.

(i) 80 to 300 mm dia

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

25 work, including scaffolding centering, form 1.00 4732.00 Cum

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. (without form work)

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

26 centering, formwork, needle vibrated 10.00 5520.00 Cum

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) (i) RCC Footing

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

27 reservoirs/structures only including lift below G.L. 1.00 77504.00 MT

for all diameters. Do - deformed (TMT) bars

confirming to relevant IS Fe - 500 grade for all

Refilling the pipeline trenches incl.

28 ramming, watering, consolidating desposal of 2960.00 22.00 Cum

surplus stuff as directed within a radius of 3 km.

Providing, supplying, lowering and laying CI/DI

Tamper proof /Bi Stream Air valves with SS

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 1.0 (i)50 mm dia

Providing, supplying & fixing ISI mark Cast

Iron D/F Sluice Valves of following class

and diameter including all taxes, insurance,

30 transportation, fright charges, Octroi Inspection

charges, loading, unloading, conveyance to site

stacking, etc. complete. PN-1 with hand wheel /cap

operated ( PD Type short body)

Construction of chambers in brick masonary,

locally available in C.M. 1 : 6, foundation concrete

150 mm thick in C.C. 1:4:8 of trap metal size

mm to 40 mm thick, inside cement plaster in C.M.

1:3 and cement pointing outside in C. M. 1 :3 &

top cover of precast RCC slab 150 mm thick upto

mt. depth from G.L. but excl. cost of excavation

and refilling. With cast in situ RCC slab in

two piece with fixing FRC frame and cover etc.

complete (excluding cost of frame & cover) with

mm thick brick masonary wall in C.M.1:6 For

Sluice Valve, Scour valve and Air Valve

a). 0.9 x 0.9 mt. and 1.0 mt. deep chamber 2.00 7738.00 No.

b) for 1 m. extra depth 1.00 4479.00 Rmt.

Providing & fixing F.R.C. MH seat cover incl.

carting to the work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) machinehole

Covers & Frames Cover: 728mmø & 100 mm

thick circular cover, 35.00MT load design,100

x 2mm MS flat all round,16mm øplain round

32 bar for lifting the cover & should be fitted with 3.00 2146.25 No.

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

888 x 175mm. On the upper periphery off rame

25x3 mm wide MS flat should be well embed in

concrete to protect the edges off rame.

FRCE.H.D.-35 machinehole cover & frame

described as above.

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)

Reinstatement of asphalt road/pavement using same

34 material for soling and providing new metalling 1600.00 233.79 Sq.m

grouting with tack coat etc. complete as directed.

Drilling /Pushing of 500 mm dia Horizontal

borehole for Carrier pipeline under road incl all

strata with required length incl. fixing of 400 mm

dia MS casing pipe with pushing etc complete

Providing & fixing size of pipe for 200 mm

35 dia DI K9 carrier pipe under supervision of

authority incl. Provinding, supplying & fixing

of spacer at specified interval if required

between Casing pipe and carrier pipe,with all

material labour fabrication,hydraulic testing of

pipe etc complete

without carrier pipe ( 200 mm dia DI-K9) & with

MS Casing pipe of 400 mm with thickness of 6 mm

Preparing structural design of RCC Partially under

ground Reservoir of required capacity as per

relevant I.S. standards and constructing the same,

including excavation in all types of soli strata

(including rock) including shoring strutting if

required. for loose soil/ to protect from collapse.

casting 100 mm thick P CC leveling course in M-

15, Refilling the pit with proper soil and disposing

of the surplus stuff at all lead. Including cement

plaster in CM 12 with approved water proofing

compound to all over inside container (i.e. walls,

36 base, top slab/dome bottom etc. all) Including all 2.00 1920147.00 No.

types of labour and material

charges of lowering.laying, erecting / hosting and

jointing of pipe assembly to inlet, outlet overflow,

washout and bye pass arrangement as per hydraulic

design. Providing and fixing accessories, Cl

Manhole frame and cover, water level indicator.

adequate cowi type ventilators with stainless steel

jali. RCC chambers for valves.

Providing and applying three coats of cement paint

/ snowcem to the out side face of structure. It also

includes satisfactory water tightness test as per

relevant I.S. code and painting name of scheme and

capacity on the tank as per direction of engineer in

charge. List of Indian Standards for Design of GSR

I SUMP The structural design of GSR shall be in

accordance with provisions

relevant I.S standards

(1) I.S.3370 part I & II 2009 or its latest revision

(1.1) I.S. 3370 part Ill & IV 1965 or its latest

(2) I.S.456- 2000 or its latest revision

(3) I.S.1893 - 2000 -1984 or its latest revision.

(4) I.S.875, Part - 1 to 3, 1987 or its latest revision.

General Specifications:-

(1) Water depth in container shall be 3.5 mt.

without free board (Freeboard - 0.5 mt). Capacity

shall be calculated excluding free board of the

(2) Shape of container (in plan) - Circular shape

shall be adopted

(3) Size shall be fixed as per availability of space

(land area) at site.

(4) Effect of over lapping of pressure bulbs on soil

due near by structure and proposed sump should be

(5) Care shall be taken that no damage should occur

to nearby existing structure. Compensation shall be

paid for the same by agency.

(6) The minimum concrete grade for RCC shall be

(7) TMT Fe 500 grade reinforcing bars confirming

to I.S 1786/1139 shall be considered in design.

TMT bars shall be provided.

8) Minimum size (or thickness) of various

components shall be provided as per tender criteria

I specifications in absence as per IS / Std.

(9) The safe bearing capacity (SBC) shall be

referred from SBC test report. In absence of report

it shall be referred from data sheet If poor soil is

found I water table is met with during excavation.

SBC shall be scientifically ascertained and design

shall be revise. No extra shall be paid for increase

(10) Dl pipes and special shall only be used if type

is not specified in tender.

(11) The rate shall include cost of dewatering

during excavation making all arrangement when

water table meets within depth.

(12) The structure shall be designed properly to

resist uplift due to ground water table specified in

data or actual ground water table meets with during

(13) RCC staircase/RCC Steps should be provided

from GL to sump top slab based on the height of

(14) RCC stair case with SS railing to be provided

inside reservoir container. RCC top slab with

minimum opening of 900 mm x 2000 mm with

curbing and SS railing around.

(15) Appearance of structure should be aesthetically

good looking acceptable to authority.

(16) Any change in data, dimensions, shape, water

depth, reduction in size if permitted by competent

authority and if it reduces quantity then payment

shall be reduced prorata.

(17) Agency shall engage qualified (at least

graduate) consulting engineer for designing the

structure and he I she shall visit the site for

guidance of work.

(18) 75% part rate shall be payable for concrete.

reinforcement and plastering items of container

until satisfactory hydraulic testing for water

tightness is performed as per tender condition. Till

the work shall be treated as incomplete Above

conditions I general specifications are part and

parcel of tender (contact) and prevail over other

provisions in tender.

As Above with water table (Sub soil water level

above foundation)

(i) (For 5 lac litre sump with suction pit)

For 10 HP 3 phase open well horizontal mono

block pump set suitable for 1725 LPM to 940 LPM

@ 15 to 36 mtr head suitable for 65/80 mm dia

delivery pipe. Cat-II

Providing & Supplying JCB Machine on rental

basis in case of 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

Providing & Supplying Hitachi Machine-110

capacity on rental basis in case of emergency

situation and break down type ork & also during

39 unavoidable condition as per instruction of 10.00 2000.00 hour

engg.incharge, rate ncludes all nece. shifting, fuel

and operating charges .(No payment should be

allowed for non working condition of achinery)

Hiring of Hydra / Crane with Driver (8 working

(i) Hiring of crane 1.00 6412.47 Day

(ii) Hiring of Hydra -

Hiring of Tractor with trolley considering 8 hrs. as

41 working day hours incl. Driver 5.00 2104.09 Day

Supplying Electric Breaker Machine for RCC Slab

or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

42 Directed. (No payment should be allowed for non 10.00 1200.00 shift

working condition of machinery and for pipe line

excavation and M.H. work. Allowed only for break

Barricading the entire break down or excavated area

on rental basis using wooden ballies / M.S.angles at

max. 2.00 meter centre to centre, C.G.I. Sheet,

reflective paint / Board out side to avoid accident &

for smooth traffic diversion & movement including

43 cautionary board etc. Item also includes for making 50.00 90.00 Rmt

temporary sufficient nos of lighting arrangement

through out the work with necessary required

arrangement. ..The same shall be removed after

completion of work. (Only for break down work

from start to complete)

Conveyance charge of lime , murrum, building

44 rubbish, earth manure or sludge, and excavated 500.00 140.37 Cmt.

earth and fly ash upto lead of 5.00 Kms.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company’s seal :