Construction of Ganesh Kund Near Ahavadiya Lake and other places of Ranip Ward In west zone. (Re-Tender)

2. Tender Estimated Cost

AMC/Authority at prevailing rate to the contractor.

1% of the Tender Cost in the form (Rs.12280.00)

3. Earnest Money

(D.D./Pay Order / Local Micr Check/B.G.)

4 Tender Fee Rs Demand Draft of Rs.900.00

6. Time-Limit 1 months

7. Validity Period 120 Days

8 Eligibility Criteria Register “E-2” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or

(i) Last Date of Submission of the

a) In Sealed cover in duplicate copies by Registered Post A.D,

(ii) Mode of Sending or by Courier.or hand delivery

b) Tender sent by ordinary post will be rejected out right.

(iii) Description essential to be

a) Name of work, Tender Notice No. & Tender No.

made on sealed cover b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in

The Price bid shall be submitted online only.

Schedule of Quantities and Rates It shall not be submitted Physically.

10 Date of Opening Dt.02-09-2026, 15:00 PM

Submission of EMD. Tender fee and other Documents during office

Place of Submission & Opening of

11. hours: On date: 02-09-2026 &12:00 pm West Zone, 2nd Floor,

Tender A.M. Office, Dr. Ramanbhai Patel Bhavan,

Usmanpura.Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and

12 Penalty Due to Delay of work

upto 30 Lakhs), (3) Rs.5000 per day (for all tenders amounting

above 30 Lakhs) but not more then 10% of bill

13 Defect Liability As per ‘B-1 Form Close

Whenever a work is allotted by Engineering staff, whether minor or

major of part thereof of any amount, the contractor shall be bound

Time permitted to start parts of

14 to start the works within 48 hours of intimation of work.

Communication done telephonically via SMS, Via Whatsapp and

through letter / E-mail shall be considered legal and binding for the

same. Failure of comply to start the works in 48 hours of intimation

as above by contractor the contractor shall be levied penalty of (1)

Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

30 Lakhs). Three times failures by contractor shall make

contractor responsible to be black listed unless and otherwise

justified properly in writing / binding within 15 days of last notice of

 The staff of the contractor shall wear safety jackets,

hoes, helmets etc. while on duty and any violation will attract

fine of Rs. 5,000/- for each incident.

15 Safety  Failure to erect safety signage or trying to carry out

he works without proper precautions/safety measures as

equired will attract a fine of Rs. 5,000/- for each incident.

16 Defect &Liability Period The contractor shall be responsible to make good and remedy at

his own expense any defect which may develop or may be noticed

before the period mentioned hereunder from the certified date of

completion, The within 15 days of receipt of the notice. In the case

of failure on the part of the contractor, the Engineer-in-charge may

rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate

the whole or any part of the amount of security deposit towards

the expenses, if any, Incurred by him in rectification, removal or re-

execution. The Defects Liability period shall be as under(a) for all

works costing upto Rs. 50,000 ( amount put to tender), the period

shall be 3 months from the certified date of completion.

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore

(amount put tender), the period shall be 6 months from the

certified date of completion or one monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period

shall be 12 months from the certified date of completion which

should include one monsoon.

(d) For building works, the period specified in (a), (b) or (c) above

OR elapse of monsoon period following the certified date of

completion, whichever is later. For the purpose of deciding the

monsoon period, the 30th September may be treated as the last

17 Time permitted to start parts of Whenever a work is allotted by Engineering staff, whether minor

work or major of part thereof of any amount, the contractor shall be

bound to start the works within 48 hours of intimation of work.

Communication done telephonically via SMS, Via Whatsapp and

through letter / E-mail shall be considered legal and binding for

the same. Failure of comply to start the works in 48 hours of

intimation as above by contractor the contractor shall be levied

penalty of (1) Rs.1000/- per day (for tenders amounting upto

Lakhs), (2) Rs.2500 per day (for tenders amounting above

Lakhs and upto 30 Lakhs), (3) Rs.5000 per day (for all tenders

amounting above 30 Lakhs). Three times failures by contractor

shall make contractor responsible to be black listed unless and

otherwise justified properly in writing / binding within 15 days of

last notice of penalty.

18 Compensation for Delay 10% of Remaining work (As per Circular)

19 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part

Of Tender And The Same As to be Attached Along With The Tender

20 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

21 GST GST will be paid extra by AMC/Authority at prevailing rate to the

Contractor's Sign Addl.C.E.(west zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

(WEST ZONE) TENDER FORM

Name of Work :- Construction of Ganesh Kund Near Ahavadiya Lake and other places of Ranip

Ward In west zone. (Re-Tender)

It.No. Description Rate Per

Excavation for foundation up to1.5 m depth

including sorting out and stacking of useful

materials and disposing of theexcavated

stuff upto 50 Meter lead.(A) Loose or soft

soil (Sor Year 2023-24. Item No. 04001A)

1.5 to 3.0 mt.depth (Sor Year 2023-24. Item

Conveyance charge of lime murrum building

rubbish earth manure or sludge & execavated

1,570.00 rock and rubbish [Earth]. Upto 0.5 Km Lead 303.69

(Sor Year 2023-24.Item No. 030201A2)

Rent for provide j.c.b Machine for Refilling

Work and Levelling the site as Directed.Rate

also includes all necessary Operating like

40.00 Diesel, tools and Driver expences etc. comp. ( 600.00

Based on Previously approved rate by C E sir

Providing and supplying of labour for

necessary manual excavation, cleaning,

4 Shifting of Material Or any other, or for any

other work as directed by Engineer In charge.

The Rate includes Handcart with Mazdoor

Labour charges - Mazdoor (Male) (Day/Night)

115.00 (Sor Year 2023-24.Item No. L022) 493.00

Labour charges - Supervision for Machinery

10.00 (Sor Year 2023-24.Item No. L029) 711.00

Providing arrengement for double layer

Baricating for protection of site avoid accident

110.00 by using bericating rolls, bamboo, teka , kathi 395.00

with all labours etc. Comp.

Providing and laying cement

concrete1:4:8 (1-Cement: 4- coarses

and:8-hand broken stone aggregates 40mm

nominal size) and curing complete

excluding cost of formworkin (A) Foundation

and Plinth (upto 10 ton). (Sor Year 2023-

24.Item No. 05004A)

P/F good qualitity HDPE plastic cover of

requried size by jointing the pices of cover by

special sewing & using chemical adhesvies to

990.00 retain water in kund. Rate also incl. labour 250.00

work for setting cover in situ. ( Approved Rate

Providing and fixing of 2mm Aluminium/4mm

ACP sheeting fixed with Type-4 Class B High

Intensity Grade Sheeting as per IRC 67:2012

reflective sheeting of size including lettering

and signs as applicable.

Providing and operation dewatering Pump

including fuel 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 ) ( Based on Previously approved

rate by C E sir )

Supplying 5000 liters capacity Portable water

tanker for 8 hours per day (net 8 hours) of

100.00 AMC Central Zone as & when req.by 450.00

Contractor's Sign Addl.C.E.

Mobil No: - (west zone)

AHMEDABAD MUNICIPAL CORPORATION ENGINEER DEPARTMENT

TECHNICAL SPECIFICATION

Name of Work :- Construction of Ganesh Kund Near Ahavadiya Lake and other places of Ranip

Ward In west zone. (Re-Tender)

 General Technical Specification Section

Following technical specifications shall be applicable to the relevant items of BOQ

NAME OF WORK :- “Constructing Ganesh Visarjan kund behind NID in Paldi Ward West Zone”

Item No 1 Excavation for foundation upto1.5m depth including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (A)Loose or soft soil

Excavationforfoundationupto1.5m depth including sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead. (A)Loose or soft soil. The Work Should be done as per instruction of Engg.Incharge.

Any soil which generally yields to the application of pickaxes and shovels, spades, rakes or any such ordinary excavating

implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls under this category. For materials and

workmanship for earthwork and excavation, relevant specification IS: 3764 & IS 1200 (Part I) shall be followed.

The depth of the excavation shall be as per the item description.

Clearing the Site:

The site where the Development has to be carried out shall be cleared and all obstructions, loose stones,

materials and rubbish of all kind, bush; wood and all type trees shall be removed, as directed. The materials so

obtained shall be the property of the Client and shall be conveyed and stacked as directed, within 50-m. lead.

The roots of the trees coming in the sides of the trenches shall be cut and coated with hot Bitumen.

All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority / Municipal

Commissioner, before cutting shall be cut after obtaining such permission from them. It shall be the Client's

responsibility to obtain such permission from the respective authorities.

The rate of site clearance is deemed to be included in the rate of earthwork, for which no extra will be paid.

After cleaning the site, the centerline of the central verge & other constructions will be given by the Engineer-

in-charge. The Contractor shall assume full responsibility for alignment, elevation and dimension of each and

all parts of the work. Contractor shall supply labours, materials, etc. required for setting out the reference

marks and bench marks made of MS angle iron and embedded in 1:2:4 CC.

They shall maintain the same as long as required and directed.

The excavation shall be carried out in true line and level and shall have the width and depth, as shown in the

drawings or as directed. The Contractor shall do the necessary shoring and strutting or shall provide

necessary slopes to a safe angle or steps, as required or directed, at his own cost.

No extra payment shall be made for such precautionary measures, taken.

The bottom of the excavated area shall be leveled both longitudinally and transversely, as directed, by

removing excess soil and watering, as required. No earth filling will be allowed for bringing it to level, if by

mistake or any other reason, excavation is made deeper or wider than shown on the drawings or as directed.

The extra depth or width shall be made up with sand filling, as specified for the bottom level of the subsequent

finishing at the cost of the Contractor or as directed by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of supporting all utility

services, lighting the excavated areas, separating and stacking serviceable materials neatly, shoring,

timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at any stage of the work.

Excavated areas shall be kept free of water while masonry or concrete or relevant base works are in progress

and till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used in filling the excavated areas wherever required

inlayers, including ramming and watering, ensuring proper compaction etc. complete. The Contractor shall

remove the balance of the excavated quantity from the site of work, to a place, as directed and for all lift.

The lead is the shortest practical route and not necessarily the route actually taken. The decision of Engineer-

In-charge shall be final in this regard.

Mode of Measurement and Payment:

The measurement of excavation of excavated area shall be made according to the sections shown on the

drawing or as per sections given by the Engineer-in-charge. No payment shall be made for surplus

excavation made in excess of above requirements or due to stepping and sloping back as found necessary, on

account of conditions of soil and requirements of safety. The rate shall include for clearing the site, surface

dressing, making layout for road, fixing permanent grid points with MS iron posts, embedded in C.C. 1:2:4,

placed sufficiently away from the existing traffic lines and establishing bench marks etc.

The rates shall include for necessary shoring, timbering and strutting for protection of sides of the excavated

area, pumping out rain or surface water at any stage of construction so as to keep the excavated area dry, to

the satisfaction of the /Engineer-in-charge. The rate shall include leveling and ramming the bottoms of

excavations to receive concrete, etc. including trimming to slope wherever necessary etc. complete. In filling

clods bigger than 50 mm. shall not be allowed. Only consolidated measurements of filling shall be paid.

Consolidation to be done by mechanical compactor as per relevant item. The rate shall be for a unit of one m3.

Item No 1(A) Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil. The Work Should be done as per instruction of

Any soil which generally yields to the application of pickaxes and shovels, spades, rakes or any such ordinary excavating

implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls under this category. For materials and

workmanship for earthwork and excavation, relevant specification IS: 3764 & IS 1200 (Part I) shall be followed.

The depth of the excavation shall be as per the item description.

Clearing the Site:

The site where the Development has to be carried out shall be cleared and all obstructions, loose stones,

materials and rubbish of all kind, bush; wood and all type trees shall be removed, as directed. The materials so

obtained shall be the property of the Client and shall be conveyed and stacked as directed, within 50-m. lead.

The roots of the trees coming in the sides of the trenches shall be cut and coated with hot Bitumen.

All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority / Municipal

Commissioner, before cutting shall be cut after obtaining such permission from them. It shall be the Client's

responsibility to obtain such permission from the respective authorities.

The rate of site clearance is deemed to be included in the rate of earthwork, for which no extra will be paid.

After cleaning the site, the centerline of the central verge & other constructions will be given by the Engineer-

in-charge. The Contractor shall assume full responsibility for alignment, elevation and dimension of each and

all parts of the work. Contractor shall supply labours, materials, etc. required for setting out the reference

marks and bench marks made of MS angle iron and embedded in 1:2:4 CC.

They shall maintain the same as long as required and directed.

The excavation shall be carried out in true line and level and shall have the width and depth, as shown in the

drawings or as directed. The Contractor shall do the necessary shoring and strutting or shall provide

necessary slopes to a safe angle or steps, as required or directed, at his own cost.

No extra payment shall be made for such precautionary measures, taken.

The bottom of the excavated area shall be leveled both longitudinally and transversely, as directed, by

removing excess soil and watering, as required. No earth filling will be allowed for bringing it to level, if by

mistake or any other reason, excavation is made deeper or wider than shown on the drawings or as directed.

The extra depth or width shall be made up with sand filling, as specified for the bottom level of the subsequent

finishing at the cost of the Contractor or as directed by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of supporting all utility

services, lighting the excavated areas, separating and stacking serviceable materials neatly, shoring,

timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at any stage of the work.

Excavated areas shall be kept free of water while masonry or concrete or relevant base works are in progress

and till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used in filling the excavated areas wherever required

inlayers, including ramming and watering, ensuring proper compaction etc. complete. The Contractor shall

remove the balance of the excavated quantity from the site of work, to a place, as directed and for all lift.

The lead is the shortest practical route and not necessarily the route actually taken. The decision of Engineer-

In-charge shall be final in this regard.

Mode of Measurement and Payment:

The measurement of excavation of excavated area shall be made according to the sections shown on the

drawing or as per sections given by the Engineer-in-charge. No payment shall be made for surplus

excavation made in excess of above requirements or due to stepping and sloping back as found necessary, on

account of conditions of soil and requirements of safety. The rate shall include for clearing the site, surface

dressing, making layout for road, fixing permanent grid points with MS iron posts, embedded in C.C. 1:2:4,

placed sufficiently away from the existing traffic lines and establishing bench marks etc.

The rates shall include for necessary shoring, timbering and strutting for protection of sides of the excavated

area, pumping out rain or surface water at any stage of construction so as to keep the excavated area dry, to

the satisfaction of the /Engineer-in-charge. The rate shall include leveling and ramming the bottoms of

excavations to receive concrete, etc. including trimming to slope wherever necessary etc. complete. In filling

clods bigger than 50 mm. shall not be allowed. Only consolidated measurements of filling shall be paid.

Consolidation to be done by mechanical compactor as per relevant item. The rate shall be for a unit of one m3.

Item No 2 Conveyance charge of earth ,lime, murrum, building rubbish,manual garbage, sludge, excavated

rock ,fly ash, aggregate of any kind etc. comp.up to 5.0 Km. lead.

All the surplus earth & debris remaining on site after sufficient watering shall be carried away immediately

from site of work. to the place within 5 km. distance as directed by the Engineer in charge, so as not to cause

any inconvenience to the public or traffic.

If the instructions of Engineer in charge of work are not followed within 7 days from the site, the work shall be

carried out by the Municipal Corporation at the risk & cost of the contractor & any claim dispute will not be

entertained in the respect.

If the filling in trenches after settlement of the earth filling in trenches is to be done and the same shall be

carried out by the contractor without asking any extra rate. The contractor shall have to cart the surplus earth

after the trenches we will watered and refilled with the sand. The rate of carting including carting of brick bats,

metal, rubble vegetable and garbage, if necessary to clear the road surface.

Mode of measurement shall be for Cmt. Basis

Item No.3 Rent for providing JCB Machine for refilling work and levelling the site as directed. Rate also

includes all necessary operating like diesel, tools and driver expences etc. comp.

Rent for providing JCB Machine for refilling work and levelling the site as directed. Rate also includes all

necessary operating like diesel, tools and driver expences etc. comp.The Work Should be done as per

instruction of Engg.Incharge. The rate shall be for a unit of one Hr. basis.

Item No 4 Supplying ,labour for excavation of all types of soil, levelling work and Security Work to avoid an

accident during Visarjan by pilgrims etc. comp.

Supplying ,labour for excavation of all types of soil, levelling work and Security Work to avoid an accident

during Visarjan by pilgrims etc. comp.The Work Should be done as per instruction of Engg.incharge. For

detailed specification refer A.R.C.

Mode of measurement: The rate shall be for a unit of no basis

Item No 5 Providing arrengement for double layer berricating for protection of site avoid accident by using

bericating rolls, bamboo, teka , kathi with all labours etc. Comp.

Providing arrengement for double layer berricating for protection of site avoid accident by using bericating rolls,

bamboo, teka , kathi with all labours etc. Comp. The Work Should be done as per instruction of Engg.incharge

Mode of measurement: The rate shall be for a unit of rmt basis

Item No 6 & 7 : Brick pitching work using common bumt clay bulding bricks having crushing strength not less

than 35 kg/sq cm in foundation and plinth in & Extra Over Item for Cement Slurry Over Brick

Brick pitching work using common bumt clay bulding bricks having crushing strength not less than 35 kg/sq

cm in foundation and plinth in & Extra Over Item for Cement Slurry Over Brick Pitching.The Work Should be

done as per instruction of Engg.incharge

For detailed specification refer R.A.

Mode of measurement: The rate shall be for a unit of smt basis

Item No 8 : P/F good qualitity HDPE plastic cover of requried size by jointing the pices of cover by special sewing

& using chemical adhesvies to retain water in kund. Rate also incl. labour work for setting cover in

P/F good qualitity HDPE plastic cover of requried size by jointing the pices of cover by special sewing &

using chemical adhesvies to retain water in kund. Rate also incl. labour work for setting cover in situ. The

Work Should be done as per instruction of Engg.incharge

For detailed specification refer R.A.

Mode of measurement: The rate shall be for a unit of smt basis

Item No 9 Making necessary diversion board as per trafic requirment of size 0.90X0.60 with radium coloue etc

Making necessary diversion board as per trafic requirment of size 0.90X0.60 with radium coloue etc comp.

The Work Should be done as per instruction of Engg.incharge.

For detailed specification refer R.A.

Mode of measurement: The rate shall be for a unit of No basis

Item No 10 Supplying 5000 liters capacity Portable water tanker for 8 hours per day (net 8 hours) of AMC West

Zone as & when req.by Eng.incharge.

Supplying 5000 liters capacity Portable water tanker for 8 hours per day (net 8 hours) of AMC West Zone

as & when req.by Eng.incharge.The Work Should be done as per instruction of Engg.incharge.

As per site engineer Mode of measurement:

Mode of measurement: The rate shall be for a unit of trip basis

Item No 11 Providing and operation dewatering Pump including fuel 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 )

Providing and operation dewatering Pump including fuel 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 )The Work Should be done as per instruction of Engg.incharge.

Mode of measurement: The rate shall be for a unit of Shift basis

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER STANDARD P.W.D. TECHNICAL

SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE

ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR THE SAME I AGREE TO ABIDE BY THEM.

Conctractor's Signature Additional City Engineer

Address & Mobile no. ( West Zone)

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bntldh muJtmœl –vrùbÍtul

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AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour Prohibition and Regulation

Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour is employed on the site work,

the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child labour welfare fund. If the employer

refuses to deposit then action will be taken for contempt of Supreme Court Judgement and also will be prosecuted by concerned

authority. Because of the breach of any provision of child labour prohibition and regulation Act 1986 by the Contractor & Municipal

Corporation becomes liable to pay any amount then the Municipal Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date 06--02-

97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining amount is

refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and has to follow other

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be entertain regarding

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C. The same shall

be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender duly signed. These shall form

a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may be necessary to

comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the contract documents.

The full consideration shall be given to such addendum or corrigendum or correction before submission tender duly filled in by the

contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction published by A.M.C through

its website www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same with the tender

documents,failing which the tender shall be liable for rejection and no any complaint in respect to this shall be entertained under any

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP ( West Zone)