Providing And laying Interloking Pavar Block Work At Different societies hollow plinth Area, Road margin area and other different area work of Under M.P., MLA, Councellor shree and other budget in Ghatlodia ward, North West Zone. (ARC)

TENDER DOCUMENT FOR :- Providing And laying Interloking Pavar Block Work

At Different societies hollow plinth Area, Road margin area and other different area

work of Under M.P., MLA, Councellor shree and other budget in Ghatlodia ward,

North West Zone. (ARC)

E Tender Notice No.- 06/2026-27,

TENDER DOCUMENT

General Conditions & Technical Specification & Price Bid

Dy. Municipal Commissioner

Ahmedabad Municipal Corporation.

North west Zone Zonal Office, Maninagr,

Rajmata vijyaraje Sindhiya bhavan

Bodakdev, Ahmedabad

AHMEDABAD MUNICIPAL CORPORATION

" North West Zone, Zonal Office", Rajmata vijyaraje Sindhiya bhavan, Nr. Atithi Hotel,

Bodakdev, Ahmedabad”.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors

for :- “Providing And laying Interloking Pavar Block Work At Different societies hollow plinth

Area, Road margin area and other different area work of Under M.P., MLA, Councellor shree and

other budget in Ghatlodia ward, North West Zone. (ARC)

MEMORANDUM OF WORKS IN BRIEF

1 Name of work Providing And laying Interloking Pavar Block Work At Different

societies hollow plinth Area, Road margin area and other different

area work of Under M.P., MLA, Councellor shree and other

budget in Ghatlodia ward, North West Zone. (ARC)

2 Time Limit 12 MONTHS

3 Tender Validity Period 120 Days

4 Eligibility Criteria Register “E2” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs

6 Tender fees Rs.900/- Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

7 Earnest Money Deposit Rs.15000/- (Demand Draft in favour of Municipal Commissioner,

Ahmedabad /). As per latest AMC finance dept. circular

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) , NWZ zonal office, Rajmata

vijyaraje Sindhiya bhavan, Bodakdev, Ahmedabad

9 Security Deposit 5 % of the Tender Amount in form of Bank Guarantee / Demand

Draft / Local MICR Cheque.

10 Mode of sending the Price bid should be submitted by e-tender only

Tender (www.tender.nprocure.com) and Technical bid should be submitted

Documents physically also in sealed envelope systems By RPAD/Speed post/

Hand Delivery in sealed covers in Duplicate ( One Original &

One Duplicate) duly sign & seal by contractor .

11 Mode of sending the Document shall be submitted in sealed envelope systems By

Tender RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate

Documents ( One Original & One Duplicate) duly sign & seal by contractor .

12 Terms, Condition, & All general condition of contract of Form B1 condition of contract

Specification shall be applicable.Except clause no.2 liquidated damages for delay

shall be overruled by A.M.C.’s M.C. Circular No.9 Dt.18/05/2012

13 Defect &Liability Period Shall be 6 months from the certified date of completion

14 Compansation for Delay As per City Engineer circular no.03 dt. 03.09.2016.for Liquidated

Damages and Milestone recovery.

15 E.P.F. Act. ykdu As Per Account Department Circular No-37 Dt. 09.08.2018

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 (NWZ)

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl - W•th vrùbÍtul Ítulj ytuVem

W•th vrùb Ítul Ítulj ytuVem,

yr<&e ntuxjlt Ftkatbtk, sSm ckdjt htuz, ctuzfœuJ, ybœtJtœ.

W•th vrùb Ítul xuLzh ltuxem lk- 06 / 2026-27 btk ytJhe juJtguj ftbtule ÂJd<tu / Nh<tu:-

1. Wvhtuf< xuLzhtu su <u Jdobtk btLg hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ChJt.

2. xuLzhle rlg< xuLzh Ve <&t R.yub.ze. ck^ fJhbtkk Wvh lt mhltbu ÁcÁ / hSMxh yu.ze./ MvezvtuMx/ fwhegh&e rlg< mbgbtk

btufjJtlt hnuNu.

3. ftuLx[tfxh©eytuyu xuLzhle mt&u BGþrlrmvj btLg hSMx[uNlle/ dJobuLx hSMx[uNlle ftuve, (xuLzh ftuve <&t yLg vwhtJt mt&u) yawf

mtbuj fhJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.ck^ fhJh Wvh xuLzh ltuxem lkch, xuLzh

lkch, ftblwk ltb <&t, ftuLx[[tfxhle mkM&tlwk ltb <&t ftuLxufx lkc< yJ~g œNtoJJtlt hnuNu. su ftuLx[tfxh©eytuyu hSMx[uNl heLgw

fhtJuj l ntug <u ftuLx[tfxh©eyu xuLzh ChJt lnek.

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5. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtlehnuNu. œhuf xuLzh œeX yjd xuLzh xuLzhVe ChJtle hnuNu.

6. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.

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MJefthJtbtk ytJNu. œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze. hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu

htufzt, jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu

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12. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj frbNlh©ele hnuNu.

13. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykd xuLzh Ch<t vnujt AuÕju ÂœJmu rlg< JucmtRx y&Jt fauheyu sYhe <vtm fhelu s xuLzh

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rzbtLz z[tVx, vu ytuzoh fu ckufduhkxelt MJYvbtk ytvJtle hnuNu.

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fhe mcbex fhJtle hnuNu. stu <ubtk CtJ Chuj nNu <tu <uJt xuLzh hœ fhJtbtk ytJNu.

16. mœh xuLzhle ytRxbtult CtJtu ltKt Ft<t lt mhfgwjh lk.38, <t.21/11/22 <&t mûtb m•ttle b¤uj bkswhe bwsc GST rmJtg

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jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.

zebtLz z[tVx / auf “BgwÂlÂmvj fÂb§h, ybœtJtœ” lt ltbltu fZtJJtu.

Contractor's Signature DY. City Engineer

& Stamp (North West Zone)

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

(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)

18. 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

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, specifications

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.

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

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 item.

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 the structure.

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

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 circular no.38/ Dt.21/11/022 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 the tender.

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 DY. City Engineer

& Stamp (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

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

proportion to time limit.

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.

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.

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:-

i) Conditional tender shall not be accepted.

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

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft

iv) 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 Dy. City Engineer

& Stamp (North West Zone)

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJt mœl - W•th vrùb Ítul

W•th vrùb Ítul Ítulj ytuVem,

yr<&e ntuxjlt Ftkatbtk, sSm ckdjt htuz, ctuzfœuJ, ybœtJtœ.

1. «ðguf yu.yth.me. xuLzhbtk Jfoytuzh ytÃgt ctœ ftb NY fhJtle mbgbgtoœtbtk ftuLx[tfxh îtht ftb NY fhJtle

òK fgto ctœ 24 fjtflt ftb NY lrn fhJtbtk ytJu <tu yLg ftuLx[tfxh vtmu btfuox hux&e ftuLx[tfxhlt Faou ylu

stuFbu ftbdehe fhtJJtbtk ytJNu.

2. ftuLx[tfxhlu Jfoytuzoh ytÃgt ctœ yu.yth.me. «fthlkw xuLzh ntuR ftble sYhegt< bwsc xujeVtulef òK fhe su <u

ftb NY fhJt fnuJtbtk ytJNu ylu su ftble òK fgtolt 24 fjtfbtk NY fhJtbtk lrn ytJu ylu rlg<

mbgbgtoœtbtk vwKo fhJtbtk lrn ytJu <tu su <u ytRxblt SOR CtJ&e 1.5 dKe

vulÕxe Jmwj juJtbtk ytJNu.

3. ºtK fu J^w Jth Wvh bwscle yLg ftuLx[tfxh vtmu&e ftbdehe fhtJJtle Vhs vzNu ylu/y&Jt ºtK fu J^w Jth

vulÕxe fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b m•tt Bgw.frb¹lh©elu

Seal and signature of the bidder ADD. City Engineer

Date :- AHMEDABAD MUNICIPAL CORPORTION

bu.Bgwrl.frb§h©e, ybœtJtœ Bgwrl. ftuvtuhuNllt mhfgwjh lk.-81, <t.26.02.2015 bwsc

<btb «fthle fLmx[fNlle yufxeJexebtk bwÏg ftuLx[tfxh,mc ftuLx[tfxhlt su bswhtu ftbdehe

fh<t ntug <u <btb bswhtulwk dwsht< rcÕzekd yuLz y^h fLmx[fNl Jfombtk hSMx[uNl fhtJJwk

Tender Fee -Rs.900.00 Date of Online submission: 28-09-2026 Time: 18:00 PM

Earnest Money-Rs15000.00 Date of Doccuments submission: 29-09-2026 Time: 17:00 PM.

Contractor’s Name & Address Date of Opening: 30-09-2026 Time: 12:00 PM.

AHMEDABAD MUNICIPAL CORPORATION

Engineering Department - North West Zone

Name of Work :- Providing And laying Interloking Pavar Block Work At Different societies hollow plinth Area, Road margin

area and other different area work of Under M.P., MLA, Councellor shree and other budget in Ghatlodia ward, North

West Zone. (ARC)

Sr. Unit Rate Amount

Dismantling the following including loading, unloading and

disposal of unserviceable material for all lead or as directed

by Engineer-In-Charge and stacking the serviceable material

and backfilling the resulting trenches and pits complete.

Dismentaling tiledof stone floors laid inmortar including Smt 47.25

b 1300.00 stacking of serviceable materilas and disposal of

unserviceable materials with all leadand lift.

Demolition and disposal of unserviceable materials with all Cmt 524.48

c 1.00 lead and lift.(i) Lime concrete

Demolition of Brick work and stone masonry including Cmt 544.95

stacking of serviceable materilas and

d 2.00 disposalofunserviceablematerialswithall leadand lift.(ii) In

Demolition including stacking of serviceable materilas Cmt 1047.38

e 1.00 anddisposal of unserviceable materials with all lead and lift.

(i) R.C.C. work

Filling in foundation and plinthwithmurrumor selectedsoil Cmt 286.20

20.00 inlayersof20cm. thickness including watering, ramming and

consolidating etc. complete.

2 500.00 Box cutting the road surface to proper slope and camber for Cmt 205.35

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)

3 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

a a) Lead up to 1 Km. Cmt. 256.16

b 0.00 b) Lead From 1Km to 2 Km. Cmt. 278.18

c 10.00 c) Lead From 2 Km to 3 Km. Cmt. 296.43

d 500.00 d) Lead From 3 Km to 4 Km. Cmt. 312.45

e 10.00 e) Lead From 4 Km to 5 Km. Cmt. 326.73

EXTRA RATE PER UNIT PER Km. FOR KILOMETERAGE ABOVE

5Km.LEAD FALLING IN TOTAL RANGE BETWEEN

f 5.00 f) ABOVE 5 Km. & UP TO 10 Km Cmt. 7.41

g 0.00 g) ABOVE 10 Km. & UP TO 15 Km Cmt. 6.56

h 0.00 h) ABOVE 15 Km. & UP TO 25 Km Cmt. 5.96

4 130.00 Providing and laying cement concrete 1:5:10 (1- Cement : 5- Cmt. 2492.91

Coarse sand : 10- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A)Foundation and Plinth (R&B Ahmedabad

City SOR 2023-24, Item No.05006A 5.3.4)

5 1300.00 Providing and Laying of Rubber Moulded Paver Block Smt 501.6

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 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 )

Providing and laying of interlocking grey Paver Blocks of Smt 572.00

high density 80mm thick made from M-40 grade concrete

using 6 mm to 20 mm machine crushed well graded stone

aggregate, sand of approved quality, OPC 53 grade cement

with contractor's own concrete mix design as approved by

AMC, for parking, road. Cost Includes formwork, using

rubber/FRP mould, laying 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. It should be laid in such a way that the

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

paver block by machine cut only and carting to be done. The

Finished surface of the Paver Block shall have reasonably

good plain finish. Paver blocks shall be compacted and shall

be re-laid if necessary. Gravel or such type of materials shall

not be allowed for production. Laying on 5 Cms thick sand

7 150.00 Providing, supplying and fixing pre cast C.C. blocks (M-20) Rmt. 195.54

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 )

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Rmt 350.89

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,

8 30.00 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. a) Laying on

cm thick Sand Bedding.

Extra Rate Over Item of Excavation of Earth for excavation

of asphalt pavement / RCC of thickness up to 0.20 meter

including demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with stacking the

material as directed. (Based on Previously approved rate by

a 100.00 up to 0.20 meter thickness (By Manual) Smt. 71.1

0.20 to 0.30 meter (By any type of Breaker Machine or Smt. 177.76

R.C.C.Cutter machine including cost of operator, fuel, &

transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or Smt. 311.08

R.C.C.Cutter machine including cost of operator, fuel, &

transportation etc complete.

10 Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by brick

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

steps and existing MH sheet cover, removing the debris

from MH and carting the same as directed.

a 15.00 (A) up to 0.15 mt. (@ Two Coarse) No 728.82

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

c 2.00 (C) up to 0.65 mt. (@ Seven Coarse) No 1786.49

11 20.00 Repairing damaged I.C./ Raising removing damaged brick No 401.78

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 chamber sheet

cover, removing the debris from chamber and carting the

same as directed. (Based on Drainage

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

etc. comp. Directed.

a 2.00 F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Set 3354.74

Cover :728mm ø & 100 mm thick circular cover, 35.00 MT

load design,100x2mm MS flat allround, 16mm ø plain round

bar for lifting the cover & should be fitted with plastic cups.

Frame : 560 mm ø clear opening, outer size- 888x888x175

mm. On the upper periphery of frame 25 x 3 mm wide MS

flat should be well embed in concrete to protect the edges

of frame. FRC E.H.D.-35 manhole cover & frame described

b 5.00 F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø Set 1720.44

clear opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table

c 10.00 F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm Set 1255.52

ø clear opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table 1..

d 5.00 F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 Set 2254.98

x 450 mm clear opening, The dimension of frame and cover

as per mentioned in Amend No.1 to IS 12592 : 2002 table

13 10.00 CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with No. 1377.64

frame 600mm x 600mm clear opening etc. comp.. As

directed by engineer in charge.

14 12.00 Providing and fixing S.W. gully trap with C.I. grating brick No. 1279.4

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)

Levelling or orientation of existing gully trap chamber Nos. 70.00

incl. Nece. masonry in CM 1:6 and plaster in CM 1:3 etc.

15 30.00 using old G.T.stone and cover etc. comp.

16 3.00 Paver Block Providing and laying shot blasted Non - Smt 669.65

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

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

17 2.00 Pre cast concrete kerb Providing and fixing M25 Grade of Rmt 912.5

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

18 100.00 Removal of existing any type of paving or paving stones of Smt 43.75

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)

19 50.00 Removing and refixing of kerb Removal of existing Rmt 72.32

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.

20 55.00 Labour work for fixing interlocking blocks / any kind of Smt 68.64

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 )

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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

Sr. Name of Works Approximate Bid Security Completion

No. value of works (Rs.) Period

1 Providing And laying Interloking Pavar Rs. 14,99,890.22 Rs. 15,000.00 12 Months

Block Work At Different societies hollow

plinth Area, Road margin area and other

different area work of Under M.P., MLA,

Councellor shree and other budget in

Ghatlodia ward, North West Zone. (ARC)

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 (www.tender.nprocure.com)

up to Dt. 28-09-2026 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.29-09-2026

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

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

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:

Name of Work :- Providing And laying Interloking Pavar Block Work At Different societies

hollow plinth Area, Road margin area and other different area work of Under M.P., MLA,

Councellor shree and other budget in Ghatlodia ward, North West Zone. (ARC)

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 the

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.

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 Employer.

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.

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

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 New 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 the

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

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

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

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.

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

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

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

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

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.

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 agreement.

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

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(New West zone) , "New West Zone Office", Old Memnagar Nagar Palika

Building, Near Manav Mandir, Memnagar, Ahmedabad - 380

b) Bear the following identification:

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

TENDER FOR “Labour charges for hot mix patchwork in gamtal area road and other different

place's in Vejalpur Ward, in new west zone.

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

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

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

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 previously.

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.

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 out.

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, as the

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, Drawings and

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 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

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), the

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

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.

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 Clauses.

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 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 competition.

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

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 the

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 be rejected.

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 DY. City Engineer-2 . Date of completion for start of defect liability

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

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 DY.

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

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.

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)

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:

Providing And laying Interloking Pavar Block Work At Different societies hollow plinth Area, Road

margin area and other different area work of Under M.P., MLA, Councellor shree and other budget

in Ghatlodia ward, North West Zone. (ARC)

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 sum of

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 Contract.

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 reason.

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)

TECHNICAL SPECIFICATIONS

Name of work : Providing And laying Interloking Pavar Block Work At Different societies hollow plinth

Area, Road margin area and other different area work of Under M.P., MLA, Councellor

shree and other budget in Ghatlodia ward, North West Zone. (ARC)

Item no. (B to E)

Dismantling the following including loading, unloading and disposal of unserviceable material for all lead or as

directed by Engineer-In-Charge and stacking the serviceable material and backfilling the resulting trenches and pits

Demolishing work shall be carried out as per instructions given by the Engineer in charge. Demolishing of stone

slab pavement or any other type of paving, proportion of cement or lime, sorting out materials, carting them up to lead of 60 mts.

& Stacking the different materials separately as directed by the Engineer in charge of work. The work shall be done carefully.

The Mode of measurement and rate shall be given as per one square meter basis.

Extra Rate Over Item of Excavation of Earth for excavation of asphalt pavement / RCC of thickness

up to 0.20 meter including demolishing the asphalt carpet, metal,s oiling/cutting Reinforcement

etc.comp. with stacking the material as directed. (Based on Previously approved rate by C E sir )

(a) up to 0.20 meter thickness (By Manual)

(b) 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including cost of operator,

fuel, & transportation etc complete.

(c) 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including cost of operator,

fuel, & transportation etc complete.

Extra rate for excavation of asphalt payment of any thickness including demolishing the asphalt carpet,

metal, soiling 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 so as to remove all cracks or other

damaged portions of road either manually or with the soiling shall be first be stripped off for the whole

width of trenches. All the Fmaterials shall be separately deposited in such places as may be determined by

the Engineer-in-charge. In case rubble not being so deposited or being mixed up with the excavated

materials will not be allowed for refilling. The cost of materials shall be charged from the contractor. The

decision of the C.E. shall be final and binding to the contractor.

Mode of measurement

Measurement shall be paid by Smt basis.

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and

struting if required as per required gradient and line including safety provisions using site rails and

stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts

and strata as specified. In all sorts of soil and soft murrum.

0 to 1.5 meter depth.

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

ordinary excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls under this

category. For materials and workmanship for earthwork and excavation, relevant specification IS: 3764 &

IS 1200 (Part I) shall be followed.

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

Clearing the Site:

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

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

The materials so obtained shall be the property of the Client and shall be conveyed and stacked as directed,

within 50-m. lead. The roots of the trees coming in the sides of the trenches shall be cut and coated with hot

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

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

responsibility to obtain such permission from the respective authorities.

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

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

Engineer-in-charge. The Contractor shall assume full responsibility for alignment, elevation and

dimension of each and all parts of the work. Contractor shall supply labours, materials, etc. required for

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

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

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

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

provide necessary slopes to a safe angle or steps, as required or directed, at his own cost. No extra

payment shall be made for such precautionary measures, taken. The bottom of the excavated area

shall be leveled both longitudinally and transversely, as directed, by removing excess soil and watering,

as required. No earth filling will be allowed for bringing it to level, if by mistake or any other reason,

excavation is made deeper or wider than shown on the drawings or as directed. The extra depth or

width shall be made up with sand filling, as specified for the bottom level of the subsequent finishing at

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

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

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

shoring, timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at any

stage of the work. Excavated areas shall be kept free of water while masonry or concrete or relevant

base works are in progress and till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

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

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

The Contractor shall remove the balance of the excavated quantity from the site of work, to a place,

as directed and for all lift.

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

Engineer-In-charge shall be final in this regard.

Mode of Measurement and Payment:

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

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

for surplus excavation made in excess of above requirements or due to stepping and sloping back as

found necessary, on account of conditions of soil and requirements of safety.

The rate shall include for clearing the site, surface dressing, making layout for road, fixing permanent

grid points with MS iron posts, embedded in C.C. 1:2:4, placed sufficiently away from the existing traffic

lines and establishing bench marks etc.

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

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

excavated area dry, to the satisfaction of the /Engineer-in-charge.

The rate shall include leveling and ramming the bottoms of excavations to receive concrete, etc.

including trimming to slope wherever necessary etc. complete.

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

be paid. Consolidation to be done by mechanical compactor as per relevant item.

Conveyance Charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated

rock, fly ash, aggregates of any kind executed outside the road site. Rate also includes spreading &

levelling etc complete. Internal conveyance above 50 mt done within the work site is not payable.

a) Lead up to 1 Km.

b) Lead From 1Km to 2 Km.

c) Lead From 2 Km to 3 Km.

d) Lead From 3 Km to 4 Km.

e) Lead From 4 Km to 5 Km.

f) Lead From 5 Km to 10 Km.

g) Lead From 10 Km to 15 Km.

The surplus earth, which is left on site after refilling and proper watering of the trenches, shall be carted

away up to a distance within lead upon 5 kmts. All surplus earth should be carted away immediately after

the instruction or orders of the engineer in charge within 24 hours. The surplus earth shall be spread at the

site shown where it is carried. If the work is not carried out by the contractor as above AMC may carry out

the same at the risk and cost of contractor and the same may be deducted from the dues to the contractor in

The measurement of the surplus earth shall be paid for as per arithmetical calculations. Nothing

extra shall be paid for the bulk age of the excavated earth.

Providing and laying Cement Concrete 1:5:10 (1-Cement : 5-Fine Sand : 10-Graded Brick Bat

Aggregates 40mm Nominal Size) and curing complete.

1.1 Water shall conform to M-1, Cement shall conform to M-3. Sand shall conform to M-6. Stone aggregate

40 mm. Nominal size shall conform to M-12.

2.0 Workmanship :

2.1 The relevant specification of item No 5.3.2.(A) shall be followed for the work except that the work is to

be carried out in cement concrete 1:5:10.

3.0 Mode of measurement and payment :

3.1 The concrete shall be measured for its length, breadth and depth. Limiting dimensions to those

specified on plans or as directed.

The rate shall be for a unit of one cubic meter.

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 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.

Providing and laying of interlocking grey Paver Blocks of high density 80mm thick made from M-

40 grade concrete using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with contractor's own concrete mix design as approved by

AMC, for parking, road. Cost Includes formwork, using rubber/FRP mould, laying 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. It

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

block by machine cut only and carting to be done. The Finished surface of the Paver Block shall

have reasonably good plain finish. Paver blocks shall be compacted and shall be re-laid if necessary.

Gravel or such type of materials shall not be allowed for production. Laying on 5 Cms thick sand

The scope of work includes manufacturing, supplying and laying 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 required.

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, within shortest possible time

the site is public place hence care should be taken to ensure that the routine activities shall not be disturbed.

The job of laying may required to be carried out during night also.

Testing of paver blocks through reputed Govt./Non Govt. Test house 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 years shall render free mintenance.

TECHNICAL SPECIFICATIONS :

I) Paver Block Manufacturing Facilities :

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

1.1 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.

1.2 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.

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

1.4 Laboratory (Desirable but not essential) :

The factory should have the following:

Compression testing machine of adequate capacity.

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

(1). Systematic record of test results of various paver blocks manufactured in the factory.

(2). Concrete Mix Design for various grade of concrete used for making of paver blocks.

II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS :

Coloured concrete paver blocks shall be manufactured as per attached specifications using 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 12 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.

III) 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 S urface.

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 pavers.”

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.

IV) Paver Block Dimensions :

Thickness 60mm Shape Unirregular (Uniform Shape with no Hollow Or Cracks) Uni, I shape, tri hex 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”

(+/-) 2mm for length & width,

(+/-) 3mm for Height (Thickness)

V) Testing of Paver Blocks :

(Average of Minimum

Five Samples/Site)

1. Compressive Strength Min. 35 N/Sqmm for 60mm

2. Flexural Strength Minimum 4.5 N/Sqmm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

5. Minimum Cement Content 380 Kg/Cum (Not Essential)

* Sampling and Testing procedure as per enclosed specifications

SAMPLING AND TESTING PROCEDURES FOR PAVER BLOCKS.

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Essential – Minimum 2 Blocks per 10000 bocks..

1. Sampling For Testing

Sampling for testing of paver blocks shall be done in accordance with Appendix-A.

Compressive Strength

Testing for compressive strength shall be undertaken in accordance with Appendix-B.

The average compressive strength of the bocks tested shall be Min. 35 N/Sqmm.

Abrasion Resistance

Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement

Concrete Floor Tiles) – Appendix C.

Flexural Strength

Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement

Concrete Floor Tiles) – Appendix D.

Water Absorption

Testing for water absorption shall be in accordance with IS 2185:1979 : Part I

(Specifications for Concrete Masonry Units) – Appendix E.

Sampling of Paver blocks.

Method of sampling :

Before laying paver blocks, each designated section comprising not more than

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 mode of measurement shall be on Smt. basis.

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. a) Laying on

5 cm thick Sand Bedding.

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)

As per Instrcution of Engg. Incharge

The Rate Shall be Nos.

Item No. 10 (A toE)

Providing F.R.C. MH Seat Cover incl. carting to the work site etc. comp. Directed. (Based on rate of

central store circular 01/2021-22, Dt. 13-08-21)

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers. Cover : 728mm ø & 100 mm thick circular cover,

35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar for lifting the cover & should

be fitted with plastic cups.

As per Instrcution of Engg. Incharge

The Rate Shall be Nos.

Item No. 11 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in charge.

As per Instrcution of Engg. Incharge

The Rate Shall be Nos.

Item No. 12 Provdg. & laying S.W. Gully trap with brick masonry chamber & water

tight G.T.Stone including fixing of cover Square mouth trap 100 mm x100 mm size P-Trap

As per Instrcution of Engg. Incharge

The Rate Shall be Nos.

Item No. 13 Levelling or orientation of existing gully trap chamber incl. Nece. masonry in CM

1:6 and plaster in CM 1:3 etc. using old G.T.stone and cover etc. comp.

As per Instrcution of Engg. Incharge

The Rate Shall be Nos.

CONTRACTOR'S SIGNATURE Add.CITY ENGINEER

& STAMP (North West Zone)

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

Seal and Signature of the Bidder Add. City Engineer

Date: (North West Zone)