New Footpath Work & Foo tpath Repairing work and other related work in Nehru Park area and other different area in Bodakdev ward of north west zone. (Reinvite)

Name of Work: New Footpath Work & Footpath Repairing work and other related work

in Nehru Park area and other different area in Bodakdev ward of north west zone.

Sr. Item Description

Qty. Rate Per Amount

Removal of existing any type of paving or paving

stones of any type, any size, any thickness in

required depth including removing paver with spil

sub base and breaking sub base i.e concrete or

metaling etc under the supervision of concerned

1 1000.00 department, disposal unserviceable material with all 43.75 Smt

lifts and up to any lead at non objectional place and

stacking the serviceable material (paver) upto AMC

store including loading, unloading as directed

by Engineer-in-charge. (CG Road Approved Rate)

Removing and refixing of kerb Removal of

existing kerb stones of any type, any size, any

thickness in safe manner with base PCC including

excavation etc and refix the same as desired

location as per drawing and as directed by Engineer

in charge. Rate shall be inclusive of removing with all

subbase (including excavtion), refixed the same

(approved before reuse) on existing base PCC,

addition kerb of same profile (if required and shall be

paid relevant tender item), disposal unserviceable

material with all lifts and up to any lead at non

objectional place and stacking the serviceable

material (paver) upto AMC store including loading,

unloading as directed by Engineer-in- charge.

Labour work for fixing interlocking blocks / any kind

of pavement on up to 50 mm thick sand bedding,

3 1000.00 levelling,watering and fixing in line & level as well 68.64 Smt

cleaning the site etc.comp. as directed.(AMC

approved Rate )

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Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

4 200.00 road side slope as directed upto 50Mt.lead. ( R&B 205.35 Cmt

Ahmedabad Distric SOR 2023-24 Item No.26B008

CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF

MATERIALS (A) lime murrum building rubbish earth

5 0.00 manure or sludge & execavated rock and rubbish

[Lime murrum building rubbish] (R&B Ahmedabad

City SOR 2023-24, Item No.030201A1)

e 677.42 e) Lead From 4 Km to 5 Km. 326.73 Cmt.

f 677.42 f) ABOVE 5 Km. & UP TO 10 Km 7.41 Cmt.

Pre cast concrete kerb Providing and fixing M25

Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per

approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per

approved design. The rate shall also include for

erecting and fixing the pieces in position for

complete kerb system with chamfered type of kerbs

including necessary accessories of kerb like radius

6 50.00 kerbs, angles and quadrant kerbs, droplet kerbs etc. 912.50 Rmt

complete as per drawing. Kerb shall be fixed as

paper joint without any jointing material. However

cement mortar shall be provided at the backside of

kerb stone joint. (Sample must be approved) Cost of

excavation, cutting , base , side filling shall includes

as directed engineer - incharge in above item

description as per BOQ (b) 380 x 600 x 150 mm high

Footpath kerb. As per approved rate

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Paver Block Providing and laying shot blasted Non -

interlocking, Paver blocks of specified thickness,

size, grade of concrete and colour machine made

and blasting by automatic shot blasting machine

and high density of as per approved sample of

approved make for footpath, parking areas, service

lanes,cross over and other areas as mentioned in

the drawing. Including providing and laying 50 mm

thick averave bedding layer of coarse sand below

paver block as per required grading and

specification. Laid paver block shall be

mechanically compacted. The work of the paving

blocks shall be executed in line and level by skilled

7 50.00 mason of flooring work only. Small size of paver 669.65 Smt

block with same specification shall be used at

residue or at end. It should be laid in such a way that

the no cutting of the paver block to be necessary. If

cutting of paver block shall be required , than cut by

machine only and laying to be done by skilled

flooring mason. The finished surface of the paver

block shall have coarse sand Texture Finish. Pave

blocks shall be compacted and shall be re-laid if

necessary. Actual laid area shall be measured and

paid without any wastage. (A)60 mm thick M-35

grade Grey Paver block of size 200mm x 200mm.

Supplying and fixing of 300 mm-L x 150 mm-B x

mm-H Kerb block for Footpath in M-20 grade using

20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork

mould with well equipped with vibratory system for

kerb stones of approved design including curing, etc.

complete, including the cost of formwork etc.

complete. The rate shall also include necessary

cutting of asphalt, fixing the Kerb stones in line and

8 120.00 level on 5 cm thick sand bedding with necessary 350.89 Rmt

equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of

the kerbstones. Filling of zari alone the sides of the

kerb stone fixed with Bituminous concrete mixed in

proper position as directed by Engineer in change to

form a portable mixture. In any case Gravel or such

type of materials shall not be allowed for production.

(AMC approved Rate (a) Laying on 5 cm thick Sand

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Providing, supplying and fixing pre cast C.C. blocks

(M-20) edge kerb having size of 75 x 300 x 300 mm

depth and as per design conveying it to the site,

9 120.00 jointing into C:M 1:3 and racking out the joints incl. 195.54 Rmt.

necessary excavation of asphalt, soil etc.

completed. ( App Rate )

Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ;

shape (Usually Uni-Paver Blocks) using black trap

good quality aggragate of 20 mm nominal size for

footpath, parking areas, service lanes and other

areas as mentioned in the drawing / instruction of

engineer in charge. Cost includes formworks using

rubber mould, Rate providing and laying paver

blocks as per required grading and specification. The

paver block shall be mechanically compacted. The

work of paving blocks shall be executed in line and

10 150.00 level by skill mason of flooring work only. It should 501.60 Smt

be laid in such a way that the no cutting of the paver

block to be necessary. if cutting of paver block

necessary then it should be cut by machine only and

carting. The finished surface of the paver block shall

have resonably good, plain finished. Paver blocks

shall be compacted and shall be relaid if necessary.

Gravel or such type of materials shall not be allowed

for production. Laying on 5cms thick sand

beddding.(AMC approved Rate )

Providing and laying in position Ready Mixed M-

grade concrete for reinforced cement conctere work

, using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade

for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering

11 21.00 finishing and reinforcementincluding cost of 3790.21 Cmt.

admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and

durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained) (R&B Ahmedabad

City SOR 2023-24, Item No.5054 pg no 66)

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Providing and fixing S.W. gully trap with C.I. grating

brick masonry chamber and water tight C.I. cover

with frame of 300mm x 300mm size (inside) with

12 20.00 standard weight.(i) Square mouth traps. (A) 100mm x 1279.40 No.

100mm size P type. (R&B Ahmedabad City SOR

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

13 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 20.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No

b 10.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

Providing F.R.C. MH seat cover incl. carting to the

work site etc. comp. Directed.

F.R.C. Heavy Duty [HD-20] Machinehole Covers -

560 mm ø clear opening, The dimension of frame

a 10.00 and cover as per mentioned in Amend No.1 to IS 1720.44 Set

F.R.C. Medium Duty [MD-10] Machinehole Covers -

560mm ø clear opening, The dimension of frame and

b 10.00 cover as per mentioned in Amend No.1 to IS 12592 : 1255.52 Set

F.R.C. Medium Duty [MD-10] Chamber Covers &

Frame- 600 x 450 mm clear opening, The dimension

c 5.00 of frame and cover as per mentioned in Amend No.1 2254.98 Set

to IS 12592 : 2002 table

F.R.C. Light Duty [LD-2.5] Machinehole Covers &

Frames-560mm ø clear opening, The dimension of

d 5.00 frame and cover as per mentioned in Amend No.1 to 1915.14 Set

IS 12592 : 2002 table

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit

15 5.00 jali with frame 600mm x 600mm clear opening etc. 1377.64 No.

comp.. As directed by engineer in charge.

Supplying Electric Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator,

fuel, power Supply etc. Complete as Directed. (No

payment should be allowed for non working

16 20.00 condition of machinery and for pipe line excavation 1200.00 Shift

Allowed only for break down work) ( Based on

Previously approved rate by C E sir )

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Providing, laying, spreading and compacting graded

stone aggregate to Wet Mix Macadam specification

including premixing the Material with water at OMC

in mechanical mix plant carriage of mixed Material

17 0.00 by tipper to site, laying in uniform layers in sub- base

/ base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density as per Codal Provision.

a 60.00 Production & Supply of WMM 1708.13 Cmt

b 60.00 Laying of WMM 31.25 Cmt

Providing cement vata (10cm. x 10 cm. size) quarter

18 505.00 round in cement mortar 1:1 including neat cement 23.45 Rmt.

finishing, watering etc. complete.

19 18.00 Core Drill 1315.00 Rmt.

Providing Earth fill / Sand & filling in approach

portion of RE/Retaining Wallas per MORTH section

3100 and IRC:SP:102 latest Revision including laying

as per specification, compaction in 250 mm thick

loose layers and dressing (MORTH specification Cl.

20 20.00 by mechanical means using motor grader including 830.00 Cmt

305.3.5), watering upto required OMC including

rolling with the use of vibratory roller when fill is at

suitable moisture content with desired field density

all as per the approved design, drawing,

specification and directed by the Engineer

Labour work of fixing kurb any design of central verge, (both

side) footpath kurb, items includes necessary excavation,

asphalt cutting of any thickness, erecting in line and position

21 500.00 and pointing with cement mortar (1:3), watering, etc Rmt 136.4

complete, filling with zari along the side of the kurb, the

kurb stone fix prepared with bitumnious top surface, as

directed by engineer in charge.

Providing and fixing 75 mm thick Tree Grating 950*950*75

mm as per design and drawing. The rate shall be inclusive of

providing and laying 50 to 80 mm thick average bedding

layer of coarse sand below tree grating as per required

22 3.00 grading and specification. The centre of the grating to be No 836.6

same as the centre of the tree trunk. The grating to be

pieces as per drawing. The work of the grating blocks shall

be executed in line and level by skilled mason of flooring

work only. (Sola Scienecity Road tender Rate)

Brick work using common burnt clay building bricks having

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

23 2.00 and plinth in CementMortar 1:5. (1- Cement : 5 -fine Cmt 4012

sand)(B) Conventional

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Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for interior

24 50.00 plastering upto floor two level and finished even and Smt 186.6

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

Painting Two Coats on divider and footpath curb surface /

New Concrete Surface ( Painting two coats after filling the

25 500.00 surface with synthetic enamel paint in all shades on new Smt 71.86

plastered concrete surfaces) (AMC approved Rate )

Pre cast Cylindrical Bollard Providing and fixing cylinder pre

cast bollard with exposed/ fair finished made in M-30.

Bollard is precast with cement concrete of M-30 grade by

providing 4 no of 12 mm dia. tor steel by vibro compaction

method using FRP/steel mould for achive shutttring finish as

directed and approved by EIC. Sample shall be approved.

Approximate size of bollard is 900 to 1000mm height x

to 300mm dia. Rate shall be inclusive of concrete,

reinforcements as stated in the item description, necessary

26 12.00 moulds, pouring, placing, compaction, necessary curing, all No 1084

accessories required for fixing, with all taxes, transportation,

loading and unloading charges. Additional reinforcement, if

any shall be measured and paid for in the relevant tender

item. The rate shall also include for erecting and fixing the

pieces in position etc complete as per drawing. The rate

shall also include the cost of excavation, base PCC M15

grade and finish good, curing etc complete as directed by

engineer in charge.(C G Road tender Approved Rate)

Providing and laying cement concrete tactile tile (for vision

impaired persons as per standards) of size 300 x 300 x 25 to

30mm of Vyara, Super, Nishu approved make and pattern

having water absorption not over 6% and conforming to IS:

13801:1993, of approved make, pattern and shade (with UV

light resistant colours from Lanxess only) in outdoor floors

27 21.00 such as footpath, court yard, multi modals location etc., laid Smt 702.2

on 30 to 40mm thick base of cement mortar 1:4 (1 cement :

4 coarse sand) in all shapes & patterns including grouting

the joints with white cement mixed with matching pigments

etc. complete as per direction of Engineer-in-Charge.(CG

Road Approved Rate)

Providing and Casting in situ ordinary cement concrete

M200 for R.C.C. Raft and cutt off walls including necessary

28 5.00 shuttering laying, vibrating, ramming and curing Cmt 4399

complete.(B) Walls, fom top of foundation level upto floor

two level (upto 10ton). SOR 23-24 IT NO :27014A

% ABOVE Or % BELOW (in words also)

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

"North West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work New Footpath Work & Footpath Repairing work and other related

work in Nehru Park area and other different area in Bodakdev ward

of north west zone. (Reinvite)

2 Time Limit 12 month

3 Eligibility Criteria Register “E-2” Class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

4 Estimated Cost put to tender Rs.

5 Earnest Money Deposit Rs.11500.00 Demand Draft, Pay order, or Cheque ,Bank Guarantee (As

per finanance circular No 21) in favour of Municipal Commissioner,

Ahmedabad) To be submitted as prescribed in 7.0 below. Demand

Draft or Bank Guarantee shall be from Nationalized Bank and valid for

6 (A) Security Deposit: 5% of Tender Amount but Depends Upon AMC Circular Only.

(B) Retention 1. @ 2% of the value of work done will be deducted from each RA bill.

It will be released along with release of payment of Final Bill.

7 Tender fees Rs.900.00 Demand Draft / Pay order in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

8 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to

Assistant Manager (North West zone), Ahmedabad Municipal

Corporation, North West Zone, Zonal Office", Nr.Atithi Hotel, Bodakdev

9 Tenders issue date Tenders from the website http://amc.nprocure.com and

http://nprocure.com. shall be down loaded from

10 Last date of receiving Dt.04/05/2026 up to 18:00 Hrs The tenders received after this date

Tenders. and time will not be entertained under any circumstances.

11 Date of Opening Dt.06/05/2026 at 12:00 Hrs to Assistant Manager "North West Zone

Office", Rajmata vijyaraje sindhya bhavan, Near Atithi hotel, Bodakev,

12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/

Documents Speed post/ Hand Delivery/ Courier in sealed covers as described in

submission of the tender.

13 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall

Specification be applicable.

14 liquidated damages- 10% of the Amount For Balance work After Date of Completion or

Compensation For Delay extended time Limit.

15 Goods & Service Tax (GST) Goods & Service Tax (GST) shall be applicable & bidder should submit

all necessary supporting documents as and when asked by AMC.

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all

the tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”) invites sealed

Tender document from reputed and qualified bidders for the construction of Works detailed in

the Table below:-

Sr. Name of Works Approximate Bid Security Completio

No. value of works (Rs.) n Period

1 New Footpath Work & Footpath Repairing Rs. 1150000.00 Rs.11500.00 12 months

work and other related work in Nehru Park

area and other different area in Bodakdev ward

of north west zone. (Reinvite)

2. Tender (a complete set of bidding document) fee shall be Rs.900/- in the form of Demand

Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad, which shall be non refundable. The fees shall be paid at

the time of submitting the tender.

3. Interested bidders shall download the tender documents from website

http://amc.nprocure.com and http://nprocure.com. up to Dt.04/05/2026 at 18:00 hrs tender

fee as mentioned in clause 2 above shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the

above Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL

CORPORATION, Ahmedabad. Bid Security will have to be in any one of the forms as specified

in Clause of ITB (Instructions to Bidders).

5. All Bids must be delivered to Assistant Manager "North West Zone, Zonal Office", Nr.Atithi

Hotel, Bodakdev Ahmedabad. Not later than 17:00 hrs on Dt.05/05/2026.

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at

different sites simultaneously. Contractor's having labour force available during festivals shall

only apply. Contractor cannot stop the work due to non availability of labour force.

In case progress is delayed, contractor shall be penalized 0.10% of Tender amount per day for

work done after time limit, maximum up to 10% for remaining value of work.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate bills

of Contractors.

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then

contractor shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved"

by the Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to

mean as a reference to the latest edition of the same in force on the date of agreement.

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of

specific mention of a particular point or aspect, the provisions on these particular points, or

aspects in the relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to

the following limits:

(i) Length, width and depth (height)------- 0.01 Meter. (RMT)

(ii) Areas -----0.01 Sq. Mt. (SMT)

(iii) Cubic Contents ------0.01 Cu.Mt. (CMT)

17. The distance, which constitutes lead, shall be determined along the shortest practical route and

not necessarily the route actually taken. The decision of the Engineer-in-charge in this regard

shall be taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of work

is in the form of a designation containing the number of the specification of the material and

prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve

the contractor from the responsibility of replacing defective material brought on site or materials

used in the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

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23. Collection of approved materials shall be done at site of work in a systematic manner. Materials

shall be stone at site of work in a systematic manner. Materials shall be stored in such a manner

as to prevent damage, deterioration or intrusion of foreign matter and to-ensure the

preservation of their quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from

the site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the particular

27. All tools, templates, machinery and equipment for correct execution of the work as well as for

checking lines, levels, alignment of the works during execution shall be kept in sufficient numbers

and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or

over loading of the various components of the structure during execution or after completion of

29. All necessary safety measures and precaution (including those laid down in the various relevant

Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the

works as also of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one

percent towards testing charges is separately made.

31. The tenderer is required to check the web site for Addendum if any, before 48 hours of tender

submission date and time. The tenderer who quotes the tender without attaching the addendum

will be rejected.

32. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be applied.

33. Contractor has to follow Planning Department Circular No 10 Dt. 07/09/2018 strictly.

34. As per AMC’s Finance department Crcular No.38, Dt.21/11/2022 and approval of competent

authority, rate of all the items are taken without GST and prevailing GST will be payable.

35. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for this work

and all the bidders are bound to follow the same, so the bidder must check before applying for

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days

(120) from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish

to the Corporation Security Deposit of 5% (Five percent) of the contract price Cheque or Bank Guarantee,

pay order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

Section I – INSTRUCTIONS TO BIDDERS (ITB)

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document

for the construction of works (as defined in these documents, hereinafter referred to as "the Works")

Detailed in the table given in the ITB.

1.2 The Works consist of:

a) “TENDER DOCUMENT FOR : New Footpath Work & Footpath Repairing work and other related work in

Nehru Park area and other different area in Bodakdev ward of north west zone. (Reinvite)

1.3 The works under this Contract shall be carried out in accordance with the bidding documents

constituting the contract and shall consist of various salient items as generally described below:

1.3.1 Road Works

A) Site clearance, removal of tree stumps and dismantling of obstructions etc.before commencement of

B) True and proper setting out and layout of the Works, setting of bench marks, provisions of all

necessary labor with instruments and appliances;

C) Widening and strengthening/reconstruction of the existing carriageway including raising;

D) Any other item of work as may be required to be carried out for completing the road works in all

respects in accordance with the provisions of the Contract.

2. Eligible Bidders

2.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the following

A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

The bidders shall have a registration with State PWD, and/or CPWD or AMC or equivalent. If contractor

is not registered with AMC in the relevant class, on award of contract he shall be required to register

himself with AMC within 3 month's time Bidders shall provide such evidence of their continued eligibility

satisfactory to the Employer, as the Employer shall reasonably request.

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3. Eligible Material, Equipment and Services

3.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be

required to provide evidence of the origin of materials, equipment, and services to the satisfaction of the

4. Qualification of the Bidder

4.1 To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the bidder.

Seal and Signature of the Bidder Add. City Engineer

Date: (North West Zone)

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General information

All individual firms must complete the information in this form. Nationality information shall be provided

for all owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address:

3 Local office address (if any):

4 Telephone / Mobile no:

5 E-mail addresses:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

additional information regarding litigation, debarment, arbitration, etc.

4.2 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any

of the following reasons:

a) Misleading or false representation in the forms, statements and attachments submitted and

included in document.

b) Record of poor performance such as abandoning the work, rescinding of contract for which the

reasons are attributable to the non-performance of the contractor, consistent history of litigation

awarded against the applicant or financial failure due to bankruptcy.

c) Has been identified by the AMC as poor performer in implementation of ongoing AMC works

e.g. Works completed after notices issued by AMC or poor quality of work or completed after time

limit or not responsive to Engg.incharge instruction.

d) In case of one contractor remains lowest in most of the such North west Zone grouting work

tenders, then in such case, AMC can award such tender to other contractors.

5 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their

misleading or false representations in the forms statements etc. for the period to be decided by

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6. Cost of Bidding

6.1 The bidder shall bear all costs associated with the preparation and submission of his bid and

he Employer will in no case be responsible or liable for those costs.

7.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain

for itself on its own responsibility all information that may be necessary for preparing the bid and

entering into a contract for construction of the Works. The costs of visiting the Site shall be at the

bidder's own expense.

7.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter

its premises and lands for the purpose of such inspection, but only upon the express condition

that the bidder, its personnel and agents, will release and indemnify the Employer and its

personnel and agents from and against all liability in respect thereof and will be responsible for

death or personal injury, loss of or damage to property and any other loss, damage, costs and

expenses incurred as a result of the inspection.

B. Preparation of Bids

8. Language of Bid

8.1 The bid, and all correspondence and documents related to the bid exchanged between the bidder

and the Employer shall be written in the English language. Supporting documents and printed

literature furnished by the bidder may be in another language provided they are accompanied by

an accurate translation of the relevant passages in the English language, in which case, for

purposes of interpretation of the bid, the English translation shall prevail.

9 Documents comprising the Bid

The bids shall be submitted in hard copy and two copies, one marked as “original” and other

marked as “Duplicate”, both of which comprise the following documents:-

Tender Document:

i) Bid Security for an amount as specified in the Invitation for Bids (IFB).

ii) Power of Attorney

iii) Information as specified.

iv) Any other material / information required to be submitted in accordance with these

Instructions to Bidders (ITB).

The Tender Document shall be hard bound. Bid security shall be furnished in “Original” set of

In case of any ambiguity the “Original” set of document shall prevail.

The bidder shall prepare and submit two copies of the bid in original and duplicate.

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10.1 Unless stated otherwise in the bidding documents, the Contract shall be for the whole Works as

described in bidding documents, based on the percentage rate amount in the Bill of Quantities

submitted by the bidder.

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

words) for overall items of the Works provided in the Bill of Quantities along with total bid price

derived after application of percentage above or below (both in figures and words). Items (for

which rate has been provided) against which no quantity is entered will be paid for by the

Employer on actual measurement onsite when executed.

Any corrections should be initialed.

All pages of the Bill of Quantities shall be initialed and stamped.

11. Bid Validity

11.1 Bids shall remain valid for a period of 120 days (one hundred twenty days) after the deadline date

for bid submission specified in Clause. The Employer as non-responsive shall reject a bid valid for a

shorter period.

11.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer may

request the bidders to extend the period of validity for a specified additional period. The request

and the responses there to shall be made in writing or by fax. A bidder may refuse the request

without forfeiting his bid security. A bidder agreeing to the request will not be required or

permitted to modify his bid but will be required to extend the validity of his Bid Security for the

period of the extension, and in compliance with Clause 14 in all respects.

12. Bid Security

12.1 The bidder shall furnish as part of its Bid, a Bid Security in the amount in the Invitation for Bid (IFB)

for particular work(s). The Bid Security shall be drawn in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, and may be in one of the following forms:

a) Deposit-at-call Receipt from any Nationalized / Scheduled Bank approved by the Reserve Bank

of India (RBI).

b) Bank Guarantee from any Nationalized or RBI approved foreign bank having net worth of more

than Rs.500 crore of Indian operation and acceptable to Employer.

The format of Bank Guarantee shall be in accordance with the AMC requirement.

12.2 The Bid Security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be returned as

promptly as possible.

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12.3 The Bid Security of the successful bidder, along with second and third lowest tenders, will

be returned when the bidder has furnished the required performance security and signed the

12.4 The Bid Security may be forfeited

a) If the bidder withdraws his bid during the period of bid validity;

b) If the bidder does not accept the correction of his bid price.

c) In the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security ii) sign the Agreement.

13. Format and Signing of Bid

13.1 The bidder shall prepare two copies of the documents comprising the bid as described in

Instructions to Bidders.

13.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons

duly authorized to sign on behalf of the bidder.

13.3 The bid shall contain no alterations, omissions or additions, except those to comply with

instructions issued by the Employer, or as necessary to correct errors made by the bidder, in

which case the person or persons signing the bid shall initial all such corrections.

C. Submission of Bids

14.1 The inner and outer envelopes shall

a) Be addressed to the Employer at the following address:

Assistant Manager "North West Zone, Zonal Office", Nr.Atithi Hotel, Bodakdev Ahmedabad.

b) Bear the following identification:

(c) Indicate the name and address of the bidder.

TENDER FOR New Footpath Work & Footpath Repairing work and other related work in Nehru Park area

and other different area in Bodakdev ward of north west zone. (Reinvite)

14.2 If the envelope is not sealed and marked as above, the Employer will assume no responsibility for

the misplacement or premature opening of the bid.

15. Deadline for Submission of Bids

15.1 Bids must be received by the Employer at the address specified above not later than the time and

date specified.

15.2 The Employer may, at his discretion, extend the deadline for submission of bids by issuing an

amendment, in which case all rights and obligations of the Employer and the bidders previously

subject to the original deadline will thereafter be subject to the deadline as extended.

Any bid received by the Employer after the deadline for submission of bids shall not be opened.

17. Modification and Withdrawal of Bids

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17.1 The bidder may modify or withdraw his bid after bid submission, provided that written notice of

the modification to the Employer prior to the deadline for submission of bids receives withdrawal.

Any MODIFICATIONS in respect of tender document shall be submitted in separate sealed

envelope duly marked so.

17.2 The bidder's modification or withdrawal notice shall be prepared, sealed, marked and delivered

with the outer and inner envelopes additionally marked "MODIFICATIONS" or "WITHDRAWAL" as

17.3 No bid shall be allowed to modify by the bidder after the deadline for submission of bids.

17.4 Withdrawal of a bid during the interval between the deadline for submission of bids and the

expiration of the period of bid validity may result in the forfeiture of the Bid deposit.

D. Bid Opening and Evaluation

18 Opening of Tender (Bid)

18.1 The Employer will open the outer envelope of all the bids received for the package (except those

received late) containing the sealed Tender volume and announce the names of (i) bidders, (ii)

bidders who have submitted modification of Tender bids, and (iii) bidders who have given notice

for withdrawal of their bids in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the ITB. In the event of specified date of bid opening

being declared as a holiday for the Employer, the Tender will be opened at the appointed time and

location on the next working day.

18.2 Bids for which acceptable notice of withdrawal has been submitted pursuant to Clause mentioned

previously shall not be opened.

18.3 Bidders detail and Tender fee, E.M.D. shall be opened first. The Employer at the opening will

announce bidder’s names, ‘Modification of Tender’, the presence/or absence of Bid Security, the

amount and validity of Bid Security furnished with each bid, is valid registration and such other

details, as the Employer may consider appropriate.

18.4 The bidders or their representatives who are present shall sign attendance sheet evidencing their

18.5 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening,

including the information disclosed to those present in accordance with Clause mentioned

19. Examination of Tender and Determination of Responsiveness of Tender

19.1 If the Bid Security furnished does not conform to the amount and validity period as specified in

the Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the

Employer as non-responsive.

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19.2 Subject to confirmation of the Bid Security by the issuing bank, the Tender volume accompanied

with valid Bid Security will be taken up for further evaluation. In case, the Bank does not confirm

the Bid Security, the bid shall be rejected as non-responsive and no further evaluation carried

19.3 The tender volume will further be examined to determine whether the bid has been properly

signed, meets the eligibility and qualification criteria, has the required available bid capacity, is

accompanied by the requisite certificates, undertaking and other relevant information specified in

the bid documents and is substantially responsive to the requirement of the bidding documents

and provides any clarification for ascertaining the correctness of the information/details that the

Employer may require.

19.4 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will

not subsequently be made responsive by correction or modification or withdrawal of the non-

conforming deviation or reservation.

20. Opening of Tender

20.1 The Employer will open the Tender volume of those bidders whose document has been

determined to be substantially responsive in accordance and who have the required available bid

capacity, in presence of the bidders or their representatives who choose to attend on the date

intimated to such bidders. In the event of specified date of Tender volume opening being declared

a holiday for Employer, the ‘Tender volume’ shall be opened at the appointed time and location

on the next working day.

20.2 The names of the bidders whose Tender volume is found to be substantially responsive, the bid

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

as the Employer may consider appropriate will be announced by the Employer at the opening of

the Tender volume. Any bid price, which is not read out and recorded at the bid opening, will not

be taken into account in Bid Evaluation.

20.3 The bidders or their representatives who are present shall sign attendance sheet evidencing their

20.4 The Employer shall prepare besides the record of bid opening, minutes of the Tender volume

opening including the information disclosed.

21. Examination of Bids and Determination of Responsiveness of Bid

21.1 The Employer will determine responsiveness of each Tender volume with respect to filled

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

Drawings and other relevant requirement of bidding documents.

21.2 A substantially responsive Tender volume is one which conforms to all the terms, conditions and

specifications of the bidding documents, without material deviation or reservation. A material

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deviation or reservation is one (i) which affects in any substantial way the scope, quality or

performance of the Works; (ii) which limits in any substantial way, inconsistent with the bidding

documents, the Employer's rights or the bidder's obligations under the Contract; or (iii) whose

rectification would affect unfairly the competitive position of other bidders presenting

substantially responsive Tender volume.

21.3 If the Tender volume is not substantially responsive, it will be rejected by the Employer and may

not subsequently be made responsive by correction or withdrawal of the non-conforming

deviation or reservation.

22. Correction of Errors

22.1 Tender volume determined to be substantially responsive will be checked by the Employer for any

arithmetic errors. Arithmetic errors will be rectified on the following basis:-

i) Where there is a discrepancy between the figures and words, for % and amount, the figure in

words will govern and

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

the amount arrived by addition percentage (above or below) as written in word shall govern.

22.2 The amount stated in the Form of Bid will be adjusted by the Employer in accordance with the

above procedure for the correction of errors and shall be considered as binding upon the bidder.

If the bidder does not accept the corrected amount of bid, his bid will be rejected, and his Bid

Security may be forfeited.

23. Evaluation and Comparison of Tender volume

23.1 The Employer will evaluate and compare only those Tender volumes which are determined to be

substantially responsive in accordance with Clause 23 and qualified for award of Contract.

23.2 In evaluating the Tender volume, the Employer will determine for each Tender volume the

valuated Bid Price by adjusting the Bid Price as follows:-

a) Making any correction for errors;

b) Making appropriate adjustments to reflect any price modifications offered.

23.3 If the Bid of the successful Bidder is seriously unbalanced or extremely higher / lower in relation

to the Employer’s estimate of the cost of the items of the Works to be performed under the

Contract, the Employer may require the bidder to produce detailed price rate analysis for any or

all items of the Bill of Quantities, to demonstrate the internal consistency of those prices with the

construction methods and schedule proposed. In case, AMC finds rates extremely below

estimated SOR rate or Market Rate than Tender shall be rejected and second lowest tenderer may

be awarded the work.

23.4 A bid, which is unrealistically lower then estimate and which the bidder, could not substantiate

satisfactorily, may be rejected as non-responsive.

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24 Clarification of Bids

24.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his

discretion, ask any bidder for authentication the correctness of the information/details furnished

by him in his bid. Such request by the AMC and the response by bidder shall be in writing or by

cable/fax, but no change in the price or substance of the bid shall be sought, offered or permitted

except as required to confirm the correction of arithmetical errors discovered by the Employer in

the evaluation of the bids.

24.2 No bidders shall contact the AMC staff on any matter relating to his bid from the time of bid

opening to the time contract is awarded.

24.3 Any effort by the bidder to influence the the AMC staff in the bid evaluation, bid comparison or

contract award decisions may result in the rejection of his bid.

25.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other

persons not officially concerned with such process until the award to the successful bidder has

been announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

F. Award of Contract

26.1 The Employer will award the Contract to the bidder whose bid has been determined to be

substantially responsive to the bidding documents and who has offered the lowest Evaluated Bid

Price provided that such bidder has been determined to be (i) eligible in accordance with the

provisions of previous Clauses and (ii) qualified in accordance with the provisions of previous

27. Employer's Right to accept any Bid and Reject any or all Bids

27.1 The Employer reserves the right to accept or reject any bid and to annul the bidding process and

reject all bids, at any time prior to award of Contract, without thereby incurring any liability to the

affected bidder or bidders or any obligation to inform the affected bidder or bidders of the

grounds for the Employer's action.

28. Notification of Award

28.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will

notify the successful bidder by cable/fax and confirmed by registered letter that his bid has been

accepted. This letter (hereinafter and in the Conditions of Contract called "the Letter of

Acceptance") shall name the sum which the AMC will pay the Contractor in consideration of the

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execution, completion and maintenance of the Works by the Contractor as prescribed by the

Contract (hereinafter and in the Conditions of Contract termed "the Contract Price").

28.2 The notification of award will constitute the formation of the Contract.

29. Signing of Agreement

29.1 At the same time that the Employer notifies the successful bidder that his bid has been accepted,

the Employer will direct him to submit the Performance Security and attend the Employer's office

on a date determined by the Employer for signing the Form of Agreement.

30. Performance Security

30.1 Within 10 (Ten) days of the date of receipt of the Letter of Acceptance, the successful bidder shall

deliver to the Employer, a Initial Performance Security in the form of a Bank Guarantee for an

amount equivalent to 5% (five percent) of the Contract Price plus additional security for

unbalanced bids in accordance with relevant Conditions of Contract.

30.2 The Performance Security to be provided by the successful bidder in the form of a bank guarantee

as per format shall be issued from any Nationalized / Scheduled bank.

31. Corrupt or Fraudulent Practices

31.1 The Employer will reject a proposal for award if he determines that the Bidder recommended for

award has engaged in corrupt or fraudulent practices in competing for the contract in question.

The Employer will declare the firm ineligible, either indefinitely or for a stated period of time, to

be awarded a contract by AHMEDABAD MUNICIPAL CORPORATION if it at any time determines

that the firm has engaged in corrupt or fraudulent practices in competing for the contract, or

during execution.

i) “corrupt practice” means behavior on the part of officials in the public or private sectors by

which they improperly and unlawfully enrich themselves and/or those close to them, or induce

others to do so, by misusing the position in which they are placed, and it includes the offering,

giving, receiving, or soliciting of anything of value to influence the action of any such official in the

procurement process or in contract execution; and

ii) “fraudulent practice” means a misrepresentation of facts in order to influence a procurement

process or the execution of a contract to the detriment of the Borrower, and includes collusive

practice among bidders (prior to or after bid submission) designed to establish bid prices at

artificial non-competitive levels and to deprive the Borrower of the benefits of free and open

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

Section II - CONDITIONS OF PARTICULAR APPLICATION

1. The selection process will lay high emphasis on the ability and competency of contractors to do

high quality work within the given time schedule.

2. The onus of providing, all necessary company / project related information, in appropriate

manner and medium, so as to demonstrate the competency of the bidder and to allow proper

evaluation, will rest entirely on the Bidder.

3. All information has to be typed or hand written legibly. All pages of the Bid have to be Initialed by

4. ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY.

Projects for which incomplete information has been provided will not be considered for

evaluation. The Bidder may attach separate sheets if so required. However, the final bound

document submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except Vol. V.

5. The scope of work, project description mentioned in the document is indicative and is likely to

change during detail design. Project brief, along-with the schematic drawings and colored

photographs, is provided to assist the bidder in understanding the fundamental and specific

requirements of the project.

6. Conditional tenders will not be accepted.

7. AMC’s decision for selection or rejection of the offers shall be final and binding to all.

8. Bidder should provide information as mentioned in the prescribed forms.

Information other than that related to this work shall not be considered for evaluation.

9. If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable

for disqualification / rejection at any stage.

10. Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the

Tender volume is submitted without valid documents and without proof of eligibility criteria will

11. Those who do not meet with the eligibility criteria need not submit the Tender document.

12. Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or

are conditional tenders, will be rejected.

13. Municipal Commissioner reserves the rights to reduce/ increase the scope of work and contract

without assigning any reason thereof.

14. DEFECTS: For completion of any work/ part thereof, contractor will be required to request in

writing, to get completion certificate from Additional City Engineer . Date of completion for start

of defect liability period will be considered as the date mentioned in the completion certificate.

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The contractor shall be required to make good all the damages / defects identified and

conveyed to him, during the entire defect liability period. The method and time limit of

rectification will be decided by the Engineer in charge. If he fails to carry out rectification as per

the instructions, the same will be carried out at his cost and it shall be recovered from the

amount retained.

16. All the material and other test expenses shall be borne by the contractor. Contractor shall have to

provide vehicle and other communication facilities to visit plant and testing laboratory.

17. Contractor shall have to make his own arrangements for water and electricity for the purpose of

construction work at site at his own expense.

18. If the contractor fails to execute the said works within prescribed time limit, the said work will be

carried out at the risk and cost by other contractors with 20 % supervision charges as may be

decided by the Additional City Engineer.

19. Safety and Signage

Contactor has to arrange for the complete safety of the persons working for project, users of the

road i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic

blinkers, traffic signs as per design, safety tapes etc. to be arranged at site. Necessary florescent

marking on traffic signs to be provided so that it should be visible at night. During night working

hours safety in charge personnel shall be provided with florescent jackets.

The Contractor has to make all the necessary arrangements for making all the temporary

diversions for proper working at site including traffic signage, safety cones, traffic blinkers,

barricading tapes, red and green flags/lights etc for making easy smooth and safe conditions for

the traffic. The Contractor shall and must provide above at his own cost. If the Contractor fails

to comply this clause, Rs. 500/- per day shall be recovered from his bill.

20. Tax, Duties on Materials

All charge on account of Octroi, excise duties, terminal tax, sales tax. Service tax, VAT, govt.duties

etc. on material procurement or any other component for the works from any source shall be

borne by the contractors.

21. Submission of project schedule:

Contractor has to submit the following documents along with the qualification data of the tender

failing in which shall lead to rejection of the tender.

Contractor shall submit the detailed Project schedule showing break up for the various tasks to be

performed in order of their occurrence during the project in Microsoft Project/Prima Vera format.

22 For Flakiness and Elongation Index norms adopted by AMC shall be made applicable.

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23. For non-bituminous, bituminous and concrete works, the black trap aggregates of required size shall

be procured from quarry situated in Sevaliya / Timba region or equivalent. Prior approval of source/

material by Additional City Engineer shall be required.

24. Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the existing laws

as well as framed from time to time). Any penalties laid due to violation of such laws shall be directly

deducted from the contractor's outstanding.

25. As per St. Committee's resolution 0.5% testing charges shall be deducted from each R.A.Bill and

the amount of actual Testing charges shall be adjusted in the final bill.

26. Special Clause: As per construction works welfare cess Act – 1996 non-refundable one percent

of tender amount shall be deducted against works welfare cess.

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

(The Appendix forms part of the Bid. Bidders are required to fill up all the blanks in the form of Bid)

NAME OF THE CONTRACT: New Footpath Work & Footpath Repairing work and other related work

in Nehru Park area and other different area in Bodakdev ward of north west zone. (Reinvite)

Add.City Engineer (North West Zone)

"North West Zone, Zonal Office",

Nr. Atithi Hotel,

Ahmedabad. Gujarat

1. Having examined the Conditions of Contract, Specifications, Bill of Quantities, Drawings

and Addenda No._______ for the execution of the above named works, we, the undersigned,

offer to execute and complete such works and remedy any defects therein in conformity with

the Conditions of Contract, Specifications, Bill of Quantities, Drawings and Addenda for the

My/our offer works out as under:

Amount put to tender _________ Amount put to tender Rs. _______________

Net Amount Net Amount

2. We acknowledge that the Appendix to Bid forms part of our Bid.

3. We undertake, if our Bid is accepted, to commence the Works on Site within the period stated

in the Appendix to Bid hereto after receipt of an order of the Engineer’s notice to commence,

and to complete and deliver the sections and the whole of the Works comprised in the

Contract within the period stated in the Appendix to Bid hereto.

4. If our Bid is accepted, we will furnish Performance Security (ies) in the form of Bank

Guarantee(s) to be jointly and severally bound on us in accordance with the Conditions of

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5. We agree to abide by this Bid for the period of one hundred and twenty (120) days after the

date of bid opening, and it shall remain binding upon us and may be accepted at any time

before the expiry of that period.

6. Unless and until a formal Agreement is prepared and executed, this Bid, together with your

written acceptance thereof, shall constitute a binding contract between us.

7. We understand that you are not bound to accept the lowest or any Bid you may receive.

8. All the partners of our Joint Venture are legally and severally bound by this Bid1.

9. Municipal Commissioner, Ahmedabad has right to reject any or all bids without giving any

Dated this ____________ day of _______________

in the capacity of __________________ duly authorised2 to sign Bid for and on behalf of

Address (in block capitals)

1. To be deleted if the bidder is not a Joint Venture.

Certified copy of Power of Attorney/Authorization for signature shall be furnished by the Bidder in

accordance with Clause 20 of Instruction to Bidders (Section I).

Seal and Signature of the Bidder Add.City Engineer

(North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 month period after the order to start the works. Progress of work should be in proportion

The contractor shall be remain responsible for Workmen’s compensation if any accident. The contractor shall arrange for

barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible for any damage to public. If

any incident happen, during the execution of work. In case of dispute for unseen or overlooked items the decision of the Dy.

City Engineer shall be final. The contractor shall have to give site clean of all rubbish during the work and at the time of

completion of work and hand over the site with final finishing of the work as directed. All the rejected materials shall be

removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall have to prepare through of

bigger size and mix the mortar in the required proportion. In on case he shall be allowed to mix the mortar either on floor or

any finished surfaces. The contractor shall have to make his own arrangement for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the contractor and he shall be paid at

the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR than based on current

market rates. In case of extra item decision of Add. City Engg. shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the propose work the contractor

shall carry out the same at his quoted rates without charges any extra and the contractor will have to carry out the works and

he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall have to prepare the

measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will be fully responsible for

compliance of the various provisions under contract Act. 1970 and the Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of the tenders for this work and

that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If any tenderer

withdraw or makes any modifications or addition in the terms and conditions of his tender not acceptable to the Municipal

Corporation the Municipal Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty of Rs.- (As

per Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor. Contractor has to make

his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

1. Conditional tender shall not be accepted.

2. All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

3. In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft or in cash.

4. Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can be is available

in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building Works & and Road Works

Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

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.

(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.

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

has to follow other govt.rules.

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

entertain regarding QUANTITIES.

* 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 circumstances.

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

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SPECIFICATIONS OF MATERIALS – CIVIL

This section gives detail specifications for mainly used materials, for other materials refer Building

Specifications.

For materials relevant specification of Building Specificat shall apply.

TECHNICAL SPECIFICATIONS

NAME OF THE WORK : New Footpath Work & Footpath Repairing work and other related

work in Nehru Park area and other different area in Bodakdev ward of north west zone.

Item No.01 : Removal of existing any type of paving or paving stones of any type, any size, any thickness in

required depth including removing paver with spil sub base and breaking sub base i.e

concrete or metaling etc under the supervision of concerned department, disposal

unserviceable material with all lifts and up to any lead at non objectional place and stacking

the serviceable material (paver) upto AMC store including loading, unloading as directed

by Engineer-in-charge. (CG Road Approved Rate)

Removal of existing any type of paving or paving stones of any type, any size, any thickness in required depth

including removing paver with spil sub base and breaking sub base i.e concrete or metaling etc

under the supervision of concerned department, disposal unserviceable material with all lifts and

up to any lead at non objectional place and stacking the serviceable material (paver) upto AMC

store including loading, unloading as directed by Engineer-in-charge..

Mode of Measurement shall be paid by smt.

Item No.02 : Removing and refixing of kerb Removal of existing kerb stones of any type, any size,

any thickness in safe manner with base PCC including excavation etc and refix the same as

desired location as per drawing and as directed by Engineer in charge. Rate shall be inclusive

of removing with all subbase (including excavtion), refixed the same (approved before reuse)

on existing base PCC, addition kerb of same profile (if required and shall be paid relevant

tender item), disposal unserviceable material with all lifts and up to any lead at non

objectional place and stacking the serviceable material (paver) upto AMC store including

loading, unloading as directed by Engineer-in- charge.

Removing and refixing of kerb Removal of existing kerb stones of any type, any size, any

thickness in safe manner with base PCC including excavation etc and refix the same as desired

location as per drawing and as directed by Engineer in charge. Rate shall be inclusive of removing

with all subbase (including excavtion), refixed the same (approved before reuse) on existing base

PCC, addition kerb of same profile (if required and shall be paid relevant tender item), disposal

unserviceable material with all lifts and up to any lead at non objectional place and stacking the

serviceable material (paver) upto AMC store including loading, unloading as directed by

Engineer-in- charge.

Mode of Measurement shall be paid by Rmt.

Item No.03 : Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm thick sand

bedding, levelling,watering and fixing in line & level as well cleaning the site etc.comp. as

directed.(AMC approved Rate )

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Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm thick sand

bedding, levelling,watering and fixing in line & level as well cleaning the site etc.comp. as

directed.(AMC approved Rate )

Mode of Measurement shall be paid by Smt.

Item No.04 : Box cutting the road surface to proper slope and camber for making a base for road work

including removing the excavated stuff and depositing on the road side slope as directed upto

50Mt.lead. ( R&B Ahmedabad Distric SOR 2023-24 Item No.26B008)

Box cutting the road surface to proper slope and camber for making a base for road work

including removing the excavated stuff and depositing on the road side slope as directed upto

50Mt.lead. ( R&B Ahmedabad Distric SOR 2023-24 Item No.26B008)

Mode of Measurement shall be paid by Cmt.

Item No.05 : CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS (A) lime murrum building

rubbish earth manure or sludge & execavated rock and rubbish [Lime murrum building

rubbish] (R&B Ahmedabad City SOR 2023-24, Item No.030201A1)

CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS (A) lime murrum building rubbish

earth manure or sludge & execavated rock and rubbish [Lime murrum building rubbish] (R&B

Ahmedabad City SOR 2023-24, Item No.030201A1)

e) Lead From 4 Km to 5 Km.

f) ABOVE 5 Km. & UP TO 10 Km

Mode of Measurement shall be paid by Cmt.

Item No.06 : Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish

/ texture finish kerb stones of approved make as per approved sample of any size and any

type. Kerbs shall be fixed on the foundation prepared as per approved design. The rate shall

also include for erecting and fixing the pieces in position for complete kerb system with

chamfered type of kerbs including necessary accessories of kerb like radius kerbs, angles and

quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint

without any jointing material. However cement mortar shall be provided at the backside of

kerb stone joint. (Sample must be approved) Cost of excavation, cutting , base , side filling

shall includes as directed engineer - incharge in above item description as per BOQ (b) 380 x

600 x 150 mm high Footpath kerb. As per approved rate

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per approved sample of any size and any type.

Kerbs shall be fixed on the foundation prepared as per approved design. The rate shall also

include for erecting and fixing the pieces in position for complete kerb system with chamfered

type of kerbs including necessary accessories of kerb like radius kerbs, angles and quadrant

kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint without any

jointing material. However cement mortar shall be provided at the backside of kerb stone joint.

(Sample must be approved) Cost of excavation, cutting , base , side filling shall includes as

directed engineer - incharge in above item description as per BOQ (b) 380 x 600 x 150 mm high

Footpath kerb. As per approved rate

Mode of Measurement shall be paid by Rmt.

Item No.07 : Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and colour machine made and blasting by automatic shot

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blasting machine and high density of as per approved sample of approved make for footpath,

parking areas, service lanes,cross over and other areas as mentioned in the drawing. Including

providing and laying 50 mm thick averave bedding layer of coarse sand below paver block as

per required grading and specification. Laid paver block shall be mechanically compacted. The

work of the paving blocks shall be executed in line and level by skilled mason of flooring work

only. Small size of paver block with same specification shall be used at residue or at end. It

should be laid in such a way that the no cutting of the paver block to be necessary. If cutting

of paver block shall be required , than cut by machine only and laying to be done by skilled

flooring mason. The finished surface of the paver block shall have coarse sand Texture Finish.

Pave blocks shall be compacted and shall be re-laid if necessary. Actual laid area shall be

measured and paid without any wastage. (A)60 mm thick M-35 grade Grey Paver block of size

Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and colour machine made and blasting by automatic shot

blasting machine and high density of as per approved sample of approved make for footpath,

parking areas, service lanes,cross over and other areas as mentioned in the drawing. Including

providing and laying 50 mm thick averave bedding layer of coarse sand below paver block as per

required grading and specification. Laid paver block shall be mechanically compacted. The work

of the paving blocks shall be executed in line and level by skilled mason of flooring work only.

Small size of paver block with same specification shall be used at residue or at end. It should be

laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block

shall be required , than cut by machine only and laying to be done by skilled flooring mason. The

finished surface of the paver block shall have coarse sand Texture Finish. Pave blocks shall be

compacted and shall be re-laid if necessary. Actual laid area shall be measured and paid without

any wastage. (A)60 mm thick M-35 grade Grey Paver block of size 200mm x 200mm.

Mode of Measurement shall be paid by Smt.

Item No.8 : Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-20

grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or equivalent quality

for pre-cast blocks, reasonably exposed finish/ formwork , mould with well equipped with

vibratory system for kerb stones of approved design including curing, etc. complete, including

the cost of formwork etc. complete. The rate shall also include necessary cutting of asphalt,

fixing the Kerb stones in line and level on 5 cm thick sand bedding with necessary equipments

and materials. The rate shall also include the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb stone fixed with Bituminous concrete

mixed in proper position as directed by Engineer in change to form a portable mixture. In any

case Gravel or such type of materials shall not be allowed for production. (AMC approved

Rate (a) Laying on 5 cm thick Sand

The specifiction of following materials shall be conforming with specification mentioned for relavent

material / items in General technical specification for building work of R&B Department of Gujarat.

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Water shall conform to M-

1 Cement to M-2 Sand to

M-5 Grit to M-7.

Graded stone aggregate 20 mm. nominal size to M-10

Contractor shall have to manufacture the blocks as per the dimensions given in the drawing. Specific

machineries shall be used to manufacture the precast blocks. These machineries should be

compatible to produce blocks of required strength and dimensions. The machine shall contain

hydraulic Press or advanced equipment to generate required compaction & Grade and finish.

Moulds/ Steel Plates/ Dies of the machine shall be dimensionally checked & to be got approved

before commencing the production. Contractor shall prepare proper Drying Yard for keeping the

blocks before curing. The drying yard shall be levelled and covered so that no shrinkage cracks are

formed. Contractor shall prepare adequate size curing pond to cure the blocks for not less than

Days. No other means of curing shall be allowed. The technical specification of concrete shall

confirm to IS 456-2000. The concrete mix is not required to be designed and only nominal mix as per

IS: 456-2000 shall be followed. The proportion of the concrete mix shall be 1:1.5:3 (1 cement:

coarse sand: 3 graded stone aggregate 20 mm. nominal size) by volume. Concrete work shall have

fairly exposed concrete surface or as specified in the item. The designation ordinary M-10, M-15, M-

20, M-25 specified as per I.S. corresponds approximately to 1:3:6, 1:2:4, 1:1.5:3 and 1:1:2 nominal

mix of ordinary concrete, by volume respectively. The ingredients required for ordinary concrete

containing one bag of cement of 50 Kg. by weight (0.0342 m3.) for different proportions of mix shall

be as per IS 456-2000. The proportion of the aggregate for the kerb stone shall be modified as per

the approval of the engineer-in- charge. The water cement ratios shall not be more than those

specified as per IS. The cement of the mix shall be increased, if the quantity of water in a mix has to

be increased to overcome the difficulties of placement and compaction so that the water cement

ratio specified in the table is not exceeded. The maximum size of coarse aggregate shall be as large

as possible within the limits specified but in no case greater than 1/4th of the minimum thickness of

the member, provided that the concrete can be placed without difficulty so as to surround all

reinforcement thoroughly and to fill the corners of the form. For reinforced concrete work, coarse

aggregates having a nominal size of 20 mm. are generally considered satisfactory. Admixture shall be

used in concrete only with approval of the Engineer-in-charge based upon the evidence that with the

passage of time, neither the compressive strength of concrete is reduced nor are other requisite

qualities of concrete impaired by the use of such admixtures.

Proportioning shall be done by volume, except cement which shall be measured in terms of bags of

50 kg weight. The volume of one such bag can be taken as 0.0342 m3. Boxes of suitable sizes shall be

used for measuring sand and aggregate. The size of the boxes (internal) shall be 30cm. x 30 cm. and

38 cm. deep. While measuring the aggregate and sand, the box shall be filled without shaking

ramming or hammering. The proportioning of sand shall be on the basis of its dry volume and in case

of damp sand; allowances for bulk age shall be made.

For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall

be kept in first class working condition and maintained throughout the construction. Measured

quantity of aggregate, sand, and cement required for each batch shall be poured into the drum of

the mechanical mixer while it is continuously running. After about half a minute of dry-mixing,

measured quantity of water required for each batch of concrete mix shall be added gradually and

mixing continued for another one and a half minute. Mixing shall be continued till materials are

uniformly distributed and uniform colour of the entire mass is obtained and each individual particle

of the coarse aggregate shows complete coating of mortar containing its proportionate amount of

cement. In no case shall the mixing be done for less than 2 minutes after all ingredients have been

put into the mixer. Mixers which have been out of use for more than 30 minutes shall be thoroughly

cleaned before putting in a new batch. Unless otherwise agreed to by the Engineer-in-charge, the

first batch of concrete from the mixture shall contain only 2/3rds of normal quantity of coarse

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aggregate. Mixing plant shall be thoroughly cleaned before changing from one type of cement to

The degree of consistency which shall depend upon the nature of the work and methods of vibration

of concrete shall be determined by regular slump tests in accordance with IS: 1199-1959. The slump

of 10 mm. to 25 mm. shall be adopted when vibrators are used.

All Moulds shall be cleaned and made free from standing water, dust, snow, or ice immediately

before placing of concrete.

Formwork/Metal Mould for exposed concrete surface (If indicated):

All the moulds shall be checked for exact dimensions of the precast blocks. All the edges of the

precast blocks shall confirm the profile of the final drawing & edges/ curvatures of the moulds shall

be checked accordingly. Moulds shall be regularly checked for correctness of dimensions of Blocks,

twists, bends due to handling, etc. Before starting every days work.

Care shall be taken to set all form work/Mould in perfect line, level (or in required camber or slope

as specified) and plumb. Form work/Mould propping shall be strong, rigid, and sturdy. The form

work/Mould shall be as per pattern & design shown in drawings. Form work/Mould shall be done

accurately and precisely so as to achieve neat, clean and smooth concrete surface, in line, level and

plumb. Clinks, twists, offsets, warps, riveting etc. in plates or forms shall not be allowed. Before

placing concrete, forms shall be thoroughly cleaned off of all rust, dust, and loose materials.

Colourless oil or grease of approved quality shall be applied before placing steel. Also the form work

material will be of wood/plywood/steel or any sort of such material, as approved by the Engineer-in-

Charge and/or his authorized representative; so that all exposed concrete surfaces have uniform

For all kind of exposed concrete work only one brand (to be approved by the Engineer-in charge) of

cement shall be used.

Removal of Moulds: Specific time shall be identified for removal of moulds, such that the concrete of

the precast blocks shall gain strength to withstand the stresses generated due to self weight and

handling to drying yards without any deformation to shape/ dimensions/ edges.

Sufficient time shall be given to the block after it is removed from the mould so that it can gain

strength and dry in shade to prevent any cracks due to shrinkage. This shall be done in drying yards.

Curing of block shall be done only in curing pond and curing shall be done for minimum 14 days.

Drying period after removing from pond & before delivery to site: Water should be drained of from

the block before it is actually sent to the site. Time should be provided for proper draining of water

which may be present in the block kept for curing in the pond.

Precaution shall be taken while transporting of the blocks to site.

The blocks should be loaded and unloaded with due care so as to avoid generation of stresses

leading to breaking of block. Care should be taken to prevent the block from breaking during

The pits of the size 150mm in width and required depth shall first be excavated, true to line and

level. The relevant specifications of item A- 1 shall be followed for excavation work. The pits shall be

filled with a layer of 50mm. thick sand bedding. The curbs then shall be placed in position of which

50mm. shall be below road. Care should be taken to maintain proper line and level. The joints

between the kerbs shall be pointed with C.M. 1:2 and cured for minimum seven days.

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Sampling and testing of concrete:

Samples from fresh concrete shall be taken as per IS : 1199-1959 and cubes shall be made, cured

and tested at 7 days or 28 days as per requirements in accordance with IS : 516-1959. A random

sampling procedure shall be adopted to ensure that each concrete batch shall have a reasonable

chance of being tested i.e. the sampling should be spread over the entire period of concreting and

cover all mixing units.

At least 1 sample shall be taken from each shift. Ten test specimens shall be made from each

sample, 5 for testing at 7 days, and the remaining 5 at 28 days. The samples of concrete shall be

taken on each day of the concreting as per above frequency. The number of specimens may be

suitably increased as deemed necessary by the Engineer-in-charge when procedure of tests given

above reveals a poor quality of concrete and in other special cases. The average strength of the

group of cubes cast for each day shall not be less than the specified cube strength of 200 Kg/cm2 at

28 days. 20% of the cubes cast for each day may have value less than the specified strength provided

the lowest value is not less than 85% of the specified strength. If the concrete made in accordance

with the proportions given for a particular grade, does not yield the specified strength, such

concrete shall be classified as belonging to the appropriate lower grade. Concrete made in

accordance with the proportions given for a particular grade shall not, however, be placed in a

higher grade on the ground that the test strength are higher than the minimum specified. If rock

pockets/honeycombs in the opinion of Engineer-in-charge are of such an extent or character so as to

affect the strength of the structure, materially or to endanger the life of the steel reinforcement, he

may declare the concrete defective and require the removal and replacement of the portion of the

structure affected.

Precast Kerb Stones:

The relevant specifications of concreting as per item above shall be followed except that work shall

be carried out for precast concrete kerb stones as specified in the item. All Precast members shall be

cast at workshop. Sufficient curing shall be done before placement of the same the method of

transporting and placing the precast members shall be as approved by the Engineer-in-charge.

Members shall be so transported that no breakage or undue stresses are induced in them. If

required, all members shall have a key provided on both the faces i.e top and bottom surfaces, of

adequate size so as to fill the same with concrete while laying. The function of this key is to avoid the

leakage through the joint between the precast member and the member on which it is laid.

Mode of Measurements and Payment :The rate shall include cost of formwork and cost of

reinforcement. The volume occupied by reinforcement shall not be deducted from R.C.C. work.

The rate shall be for a unit of Rmt.

Item No.9 : Providing, supplying and fixing pre cast C.C. blocks (M-20) edge kerb having size of 75 x 300 x

300 mm depth and as per design conveying it to the site, jointing into C:M 1:3 and racking out

the joints incl. necessary excavation of asphalt, soil etc. completed. ( App Rate )

Providing, supplying and fixing pre cast C.C. blocks (M-20) edge kerb having size of 75 x 300 x

300 mm depth and as per design conveying it to the site, jointing into C:M 1:3 and racking out

the joints incl. necessary excavation of asphalt, soil etc. completed. ( App Rate ).

Mode of Measurement shall be paid by Rmt.

Item No.10 : Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade

of any size ; shape (Usually Uni-Paver Blocks) using black trap good quality aggragate of

mm nominal size for footpath, parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in charge. Cost includes formworks using

rubber mould, Rate providing and laying paver blocks as per required grading and

specification. The paver block shall be mechanically compacted. The work of paving blocks

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shall be executed in line and level by skill mason of flooring work only. It should be laid in

such a way that the no cutting of the paver block to be necessary. if cutting of paver block

necessary then it should be cut by machine only and carting. The finished surface of the paver

block shall have resonably good, plain finished. Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of materials shall not be allowed for production.

Laying on 5cms thick sand beddding.(AMC approved Rate )

Excavation and compaction up to 300 mm in height for footpath paving in all sorts of soil murrum

including sorting outs and stacking of useful materials stuff up to 50mt.

The scope of work includes manufacturing, supplying, and lying of precast paver blocks at various

Retail outlets. The work includes: Verification of the existing site condition and advising our project

in charge to lay suitable base course if required. Contractors are required to satisfy themselves with

quality of sub grade, sub-base course before the paver blocks are laid and suggest strengthening if

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver blocks.

Manufacturing of paver blocks in your plant as per requirements in technical specification enclosed.

Supplying of paver blocks at site, including handling at both ends.

Laying of paver blocks at site as per requirement in technical specification on 50 mm thick sand

bedding, within shortest possible time the site is public place hence care should be taken to ensure

that the routine activities should not be disturbed. The job of laying may required to be carried out

during night also.

Testing of paver blocks shall through reputed Govt. /Non Govt. Test house only and submission of

test results as per requirements in Technical Specifications. AMC reserves the right to carryout test

at random. Cost for such tests to be borne by party. The contractor shall guarantee that all material

and components designed, fabricated, supplied, and laid by him shall be free from any type of defect

due to faulty material and/or workmanship/erection for a period of One year from the date of

completion of work. However, the contractor one year's shall render free maintenance.

TECHNICAL SPECIFICATIONS:

Paver Block Manufacturing Facilities:

The Paver Block shall be made in factory with following minimum facilities:

Concrete Block making Machines:

The machine should be capable of producing high quality Paver Blocks by obtaining high

level of compaction by application of hydraulic compaction and also by high intensity

vibration to the moulds. The machine should have automatic control panel

for uniformity in strength.

Concrete Batching & Mixing Plant: (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete

ingredient should be mixed in concrete Batching & Mixing plant with minimum capacity of

30 cum/hour. The plant should equipped with automatic control panel for maintaining water

cement ratio from batch to batch to obtain concrete of uniform quality and strength. The

plant should be equipped with adequate mechanism for mechanized loading of raw

materials into mixer and conveyor belt for transportation of concrete from mixer to concrete

block making machine to maintain quality of wet cement.

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The factory should have well designed curing area to ensure adequate curing of paver blocks.

Laboratory (Desirable but not essential) :

The testing equipment should have required in the Laboratory as

per the following: A Compression testing machine of adequate

Other tools and equipment for testing raw materials and paver blocks.

Systematic record of test results of various paver blocks manufactured

in the factory. Concrete Mix Design for various grade of concrete used

for making of paver blocks.

Specifications For Coloured Paver Blocks:

Coloured concrete paver blocks shall be manufactured as per attached specifications using

or equivalent approved colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE

PIGMENTS” with minimum colour pigment of 3% by weight of cement. The colour shade

shall be “RED” as selected by AMC before commencement of the work. White cement shall

be used for colored pavers to obtain the desired colour shade. The job also includes

providing 50 mm thick sand bedding to match the shade of the paver block.

The colour of the paver block shall be guaranteed against fading of colour for period of

months from the date of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of coloured

pavers will be as per attachment.

Pavers Block Characteristics:

The concrete pavers should have perpendicularities after release from the mould and the

same should be retained until the laying. The surface should be reasonably smooth and of

anti skid and anti glare type. The paver should have uniform chamfers to facilitate easy

drainage surface run off. The pavers should have uniform interlocking space of 2mm to 3mm

to ensure compacted sand filling after vibration on the paver Surface. The concrete mix

design should be followed for each batch of materials separately and automatic batching

plant is to be used to achieve uniformity in strength and quality. The pavers shall be

manufactured in single layer only. Skilled labour should be employed for laying blocks to

ensure line and level of laying, desired shape of the surface and adequate compaction of the

sand in the joints. The pavers shall be of cement gray colour without any pigment & for

coloured pavers refer “specifications for coloured pave`” The pavers are to be skirted all

round with kerbing using solid concrete blocks of size 150mm X 250mm X 380mm. The

kerbing should be embedded for 100mm depth. The concrete used for kerbing shall be

cured properly for 7 days minimum.

Paver Block Dimensions:

Thickness 60 mm

Shape Unipaver, I shape or directed by Addl.C.E.

Chamfer 4mm to 6mm along top edges

Colour Natural cement grey colour without use of any pigment.

For coloured pavers refer “specifications for coloured pavers”

Dimensional Tolerance (+/-) 2mm for length & width,

(+/-) 3mm for Height (Thickness)

Testing of Paver Blocks :

SR. * TEST Average Values Frequency

1. Compressive Strength Min. 35 N/Sq mm for 250 Smt / 1 Test

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2. Flexural Strength Minimum 4.5 N/Sq mm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

* Sampling and testing procedure as per enclosed specifications

Sampling and Testing Procedure for Paver Blocks

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Sampling for Testing

Laying Sampling of Paver blocks.

Method of sampling :

Before laying paver blocks, each designated section comprising not more than 50000 blocks, shall be divided

into ten approximately equal groups. Three blocks shall be drawn from each group.

Marking and identification :

All samples shall be clearly marked at the time of sampling in such a way that the designated section of

part thereof, and the consignment represented by the sample, are clearly defined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid damage to the

paving in transit. Protect the paving from damage and contamination until they have been tested. The

testing shall be carried as soon as possible, after the sample has been taken. As soon as practicable after

sampling. The samples shall be stored in water at 20 degree C  5 degree C for 24 hours prior to testing.

The item is to be executed as per instructions and to the entire satisfaction of Engineer-in-Charge

and/or his authorized representative using Rubber mould and Table vibrator for Kerb instead of

mechanical press system. Extra rate for excavation of asphalt payment of any thickness including

demolishing the asphalt carpet, metal, soling etc. complete with stacking the materials as directed. The

road surface of asphalt shall carefully be opened to full width as directed by the Engineer-in-Charge and/or

his authorized representative.

Excavation area shall be properly identified and marked in rectangular shape. The road crust shall be opened up to entire d

and in places as may be determined by the Engineer-in-Charge and/or his authorized representative. In case rubble not bei

The cost of materials shall be charged from the contractor. The decision of the C.E. shall be final and

binding to the contract

For detailed specification for Laying of Paver Block on sand bedding, refer R & B Department booklet for

General Technical Specification for building works.

Mode of measurements shall be on SMT basis

Item No.11 : Providing and laying in position Ready Mixed M- 150 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to

kms having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and reinforcement including cost of

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admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

Providing and laying in position Ready Mixed M- 150 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard

setting of concrete, improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall

Mode of Measurement shall be paid by Cmt.

Item No.12 : Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I.

cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth

traps. (A) 100mm x 100mm size P type. (R&B Ahmedabad City SOR 2023-24, Item

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I.

cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps.

(A) 100mm x 100mm size P type. (R&B Ahmedabad City SOR 2023-24, Item No.24006AA-24.19)

Mode of Measurement shall be paid by No.

Item No.13 : 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.

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) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

(C) up to 0.65 mt. (@ Seven Coarse)

Mode of Measurement shall be paid by No.

Item No.14 : Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

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F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear opening, The

dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear opening, The dimension

of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

Mode of Measurement shall be paid by Set.

Item No.15 : CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in charge.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening

etc. comp.. As directed by engineer in charge.

Mode of Measurement shall be paid by No.

Item No.16 : Supplying Electric Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as Directed. (No payment should be allowed for

non working condition of machinery and for pipe line excavation and M.H. work.Allowed only

for break down work) ( Based on Previously approved rate by C E sir )

Supplying Electric Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as Directed. (No payment should be allowed for

non working condition of machinery and for pipe line excavation and M.H. work.

Allowed only for break down work) ( Based on Previously approved rate by C E sir )

Mode of Measurement shall be paid by Shift.

Item No.17 : Providing, laying, spreading and compacting graded stone 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 sub- base / base course

on well prepared surface and compacting with vibratory roller to achieve the desired density

as per Codal Provision.

Providing, laying, spreading and compacting graded stone 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 sub- base / base course

on well prepared surface and compacting with vibratory roller to achieve the desired density as

per Codal Provision..

Production & Supply of WMM

Mode of Measurement shall be paid by Cmt.

Item No.18 : Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat

cement finishing, watering etc. complete.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat

cement finishing, watering etc. complete.

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Mode of Measurement shall be paid by Rmt.

Item No.19 : Core Drill work

Mode of Measurement shall be paid by Rmt.

Item No.20 : Providing Earth fill / Sand & filling in approach portion of RE/Retaining Wallas per MORTH

section 3100 and IRC:SP:102 latest Revision including laying as per specification, compaction

in 250 mm thick loose layers and dressing (MORTH specification Cl. by mechanical means

using motor grader including 305.3.5), watering upto required OMC including rolling with the

use of vibratory roller when fill is at suitable moisture content with desired field density all as

per the approved design, drawing, specification and directed by the Engineer

Mode of Measurement shall be paid by Cmt.

Item No.21 : Labour work of fixing kurb any design of central verge, (both side) footpath kurb, items

includes necessary excavation, asphalt cutting of any thickness, erecting in line and position

and pointing with cement mortar (1:3), watering, etc complete, filling with zari along the side

of the kurb, the kurb stone fix prepared with bitumnious top surface, as directed by engineer

Mode of Measurement shall be paid by Rmt.

Item No.22 : Providing and fixing 75 mm thick Tree Grating 950*950*75 mm as per design and drawing. The

rate shall be inclusive of providing and laying 50 to 80 mm thick average bedding layer of

coarse sand below tree grating as per required grading and specification. The centre of the

grating to be same as the centre of the tree trunk. The grating to be 8 pieces as per drawing.

The work of the grating blocks shall be executed in line and level by skilled mason of flooring

work only. (Sola Scienecity Road tender Rate)

Mode of Measurement shall be paid by No.

Item No.23 : Brick work using common burnt clay building bricks having crushing strength not less than

35kg./Sq.Cm. in foundation and plinth in CementMortar 1:5. (1- Cement : 5 -fine sand)(B)

Mode of Measurement shall be paid by Cmt.

Item No.24 : Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half

brick walls for interior plastering upto floor two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand)

Mode of Measurement shall be paid by Smt.

Item No.25 : Painting Two Coats on divider and footpath curb surface / New Concrete Surface ( Painting two

coats after filling the surface with synthetic enamel paint in all shades on new plastered

concrete surfaces) (AMC approved Rate )

Mode of Measurement shall be paid by Smt.

Item No.26 : Pre cast Cylindrical Bollard Providing and fixing cylinder pre cast bollard with exposed/ fair

finished made in M-30. Bollard is precast with cement concrete of M-30 grade by providing

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no of 12 mm dia. tor steel by vibro compaction method using FRP/steel mould for achive

shutttring finish as directed and approved by EIC. Sample shall be approved. Approximate size

of bollard is 900 to 1000mm height x 225 to 300mm dia. Rate shall be inclusive of concrete,

reinforcements as stated in the item description, necessary moulds, pouring, placing,

compaction, necessary curing, all accessories required for fixing, with all taxes,

transportation, loading and unloading charges. Additional reinforcement, if any shall be

measured and paid for in the relevant tender item. The rate shall also include for erecting and

fixing the pieces in position etc complete as per drawing. The rate shall also include the cost

of excavation, base PCC M15 grade and finish good, curing etc complete as directed by

engineer in charge.(C G Road tender Approved Rate)

Mode of Measurement shall be paid by Smt.

Item No.27 : Providing and laying cement concrete tactile tile (for vision impaired persons as per standards)

of size 300 x 300 x 25 to 30mm of Vyara, Super, Nishu approved make and pattern having

water absorption not over 6% and conforming to IS: 13801:1993, of approved make, pattern

and shade (with UV light resistant colours from Lanxess only) in outdoor floors such as

footpath, court yard, multi modals location etc., laid on 30 to 40mm thick base of cement

mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints

with white cement mixed with matching pigments etc. complete as per direction of Engineer-

in-Charge.(CG Road Approved Rate)

Mode of Measurement shall be paid by Smt.

Item No.28 : Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft and cutt off walls

including necessary shuttering laying, vibrating, ramming and curing complete.(B) Walls, fom

top of foundation level upto floor two level (upto 10ton). SOR 23-24 IT NO :27014A

Mode of Measurement shall be paid by Cmt.

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be

Contractor has to Submit Before after work photos of all works in soft & hard copies as

with time and location stamp in Google map camera app or other different similar apps.

As per instruction of engineer in charge.

Seal and Signature of the Bidder Add. City Engineer

Date: (North West Zone)

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AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

SPECIAL CONDITION

1. Footpath Paver Block, Footpath curb, Central verge curb - Successful bidder of this tender

shall have to purchase 50% of total quantity of Paver Blocks/ footpath curbs

/Central verge curbs from Amdavad Enviro Projects Pvt. Ltd. directly. If quantity of 50% of

Paverblock/Footpath curbs/Central verge curbs are not available

Amdavad Enviro Projects Pvt. Ltd within stipulated period of time, Bidders has to take prior

permission for use of other than from Amdavad Enviro

Projects Pvt. Ltd. Paver blocks/Footpath curbs/Central verge curbs.

2. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions

will be applied.

3. Contractor has to Submit Before after work photos of all works in soft & hard

copies as with time and location stamp in Google map camera app or other

different similar apps.

As per instruction of engineer in charge.

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AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

SPECIAL CONDITION

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E:\Google Drive Folder\Tender\2025-26\Notice No-13\Tender no 45 nehru park footpath\Tender\T No 13 -45.doc Page

અ સ િુ નસીપલ કોપ રશનનાં તે િવભાગ ારા Amdavad Enviro Project Pvt. Ltd.

AEPPL પાસેથી સીધી કરવાની રહશે તથા આ ગેની કાટ ગ, લોડ ગ-અનલોડ ગ તથા ફ ટ ગની કામગીર નો મ ુ ર કામના

ટલો જ થો AEPPL પાસેથી ખર દ કરવાનો રહશે તથા આક મીક સંજોગોમાં ક AEPPL પાસે રુ તો જ થો ઉપલ ધ થઈ શક તેમ

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Seal and Signature of the Bidder Add.City Engineer

Date: (North West Zone)

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