Const.of RCC Road and New Footpath at Navrangpura village, Rajiv Nagar and village level, Chali area and other areas MLA Shri and others from the budget in Navrangpura Ward in West Zone

2. Tender Estimated Cost Rs.49,79,807.26(exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor

1% of the Tender Cost in the form (Rs.50,000/-)

3. Earnest Money

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

4 Tender Fee Rs Demand Draft of Rs.1500.00

6. Time-Limit 12 months

7. Validity Period 120 Days

(i) Last Date of Online Submission

a) In Sealed cover in duplicate copies by Registered

(ii) Mode of Sending Post A.D, or by Courier.or hand delivery

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

(iii) Description essential to be

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

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

(iv) Mode of quoting rates in

The Price bid shall be submitted online only.

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

9. Date of Opening Dt.2.9.2026 , 15:00 hrs.

Submission of EMD. Tender fee and other Documents during office

Place of Submission & Opening of

10. hours: On date. 2.9.2026 & 12:00 hrs West Zone, 2nd Floor, A.M.

Tender Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

Municipal Corporation, W.Z. Office, Ahmedabad-380013.

(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2) Rs.2500

11. Penalty Due to Delay of work per day (for tenders amounting above 10 Lakhs and upto 30 Lakhs), (3)

Rs.5000 per day (for all tenders amounting above 30 Lakhs) but not more

then 10% of bill

12. Defect Liability As per ‘B-1 Form Close

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

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

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

Time permitted to start parts of

13. Communication done telephonically via SMS, Via Whatsapp and

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

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

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

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

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

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

30 Lakhs). Three times failures by contractor shall make

contractor responsible to be black listed unless and otherwise

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

14. ftuLx[t¾xhlu «J<obtl GST yjd&e åþfJJtbtk ytJNu

 The staff of the contractor shall wear safety jackets,

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

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

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

the works without proper precautions/safety measures as

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

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

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl - vrùbÍtul

y.Bgw.ftu. Ítul Ítulj ytuVem,

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lk-02-2026-27 btk ytJhe juJtguj ftbtule ÂJd<

1. Wvhtuf< xuLzhtu su btLg hSMx[uNl ^htJ<t ftuLx[t¾xh©eytuyu ztWljtuz fhe ChJt.

2. yt xuLzhtu zwÃjefux ftuveytu mt&u Chelu 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

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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.

7. xuLzh mt&u BþfJtbtk ytJ< 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 R.yub.ze.le hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckuf duhkxelt MJYvbtk

8. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

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ftuLx[t¾xhu vtu<&t ze.ze. xuLzh R~gw &gt <theF ct>lt s ytvJt.

10. Nh<e xuLzh hœ ct<j dKtNu.

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mbglu ftble BþÆ<btk bkswhe ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu ytvJtbtk ytJNu lne. sule ltuk^ œhuf

12. xuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrl.rmvj frb§h©ele hnuNu.

13. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykdu xuLzh Ch<t vnujt AuÕju r>Jmu rlg< JucmtEx y&Jt fauheyu sYhe <vtm

fhelu s xuLzh btufjÔþk.

14. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mw^ele 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 mefgtuhexe zevtuÍex/

vhVtuboLm duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckufduhkxelt MJYvbtk ytvJtle hnuNu.

15. mœh xuLzhbtk " GST rlgb Bþsc jtøþ vzNu. " <u Bþsc dKºte fhe xuLzh ChJtlt hnuNu.

zebtLz z[tVx / auf “Bgwrlrmvj frb§h©e, ybœtJtœ” lt ltbltu fZtJJtu.

As per Government of Gujarat G.R.No.- EMD/10/2021/7729/DMO Dt.28/06/2021 & Circular of

Finance Department, AMC No.10, Date: 05.08.2024, approved Banks are...

A. Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.

B. All nationalized Banks

C. Guarantees issued by following banks will be accepted as SD/EMD for the period up to March-

2025. The validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee

irrespective of the date of termination of Bank Guarantee.

1. Commercial Banks :-

1. A U Small Finance Bank

3. Bandhan Bank

4. City Union Bank

6. DBS Bank India Limited

8. Equitas Small Finance Bank

9. Federal Bank

14. IDFC First Bank

15. IndusInd Bank

16. Jana Small Finance Bank

17. Karnataka Bank

18. Karur Vysya Bank

19. Kotak Mahindra Bank

20. South Indian Bank

21. Tamilnadu Mercantile Bank

22. Utkarsh Small Finance Bank

2. Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. Baroda Gujarat Gramin Bank

9. Saurashtra Gramin Bank

10. The Gujarat State Co-Operative Bank

11. The Mehsana Urban Co-operative Bank Limited

12. The Surat District Co-operative Bank

13. The Surat Peoples Co-operative Bank

bu.Bgwrl.frb§h©e, ybœtJtœ Bgwrl. ftuvtuhuNllt mhfgwjh lk.-81, Bþsc <btb

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ntug <u <btb bswhtuLþk øþsht< rcÕz´d yuLz y^h fLMx[¾Nl Jfombtk hSMxuNl fhtJÔþ

AHMEDABAD MUNICIPAL CORPORATION

WEST ZONE ENGINEERING DEPARTMENT

Name of Work :- vrùb Ítul lJhkdvhw t Jtuzobt Bgw.ftW©e,^thtmÇg ©e <ubs

yLg csuxbtk&e lJhkdvwht dtb,htSJ ldh <ubs dtb<¤,atje rJM<thbt <ubs yLg

rJM<thbtk yth.me.me. htuz ylu lJe

Vwxvt& fhJtlt ftb ctc< (yu.yth.me.)

Sr. Quantity Item Description Rate Per Amount

1 1283.00 Box cutting the road surface to proper 127.13 Cmt.

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

Mt.lead.(R&B SOR 2021-22 ITEM

CODE 26008 Item no.as per NBO 0 )

2 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.

(R&B 2021-22 Statement No.5 Page no.5

& RA Approved St.Com.Res

500.00 f) Lead From 5 Km to 10 Km. 78.54 Cmt

695.78 g) Lead From 10 Km to 15 Km. 104.65 Cmt

3 Extra rate over item of excavation of

earth for excavation of asphalt pavement

of thickness upto 0.20 meter including

demolishing the asphalt

carpet,metal,soiling etc.comp. with

stacking the material as directed.

(a) 107.19 up to 0.20 meter thickness (By 70.40 Smt

(b) 67.00 0.20 to 0.30 meter (By any type of 177.76 Smt

Breaker Machine or R.C.C.Cutter

machine including cost of operator, fuel,

& transportation etc complete.

4 426.00 Providing and laying cement concrete 2339.5 Cmt

1:3:6 (1- Cement : 3- Coarse sand : 6-

Hand broken stone aggregates 40mm

nominal size) and curing complete.(R &

B SOR Item code 05003A, NBO 5.3.2

5 1.00 Providing and laying controlled cement 3977.8 Cmt

concrete M.200 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete

work in (A) Foundations, footings, Base

of columns and Mass concrete

6 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

7 150.00 Providing formwork of ordinary timber 171.68 smt

planking so as to give a rough finishi

ncluding centering shuttering strutting

and propping etc.Height of propping and

centering belows up porting floor to

ceiling not exceeding 4M. and removal

ofthe same for in situ reinforced concrete

and plain concrete work

in.(A)Foundations Footings Bases of

Columns etc. and Mass concrete.

8 5900.00 Providing TMT Bar FE 500D 75.46 Kg

reinforcement for R.C.C. work

including bending, binding and

placing in position complete upto

floor two level

10 167.00 Providing and laying in position Ready 4793.1 cmt

Mixed M-200 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 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)

11 1110.00 P/A Trimix with dewatering machine 54.00 smt

and floater machine on constructed RCC

work incl.cost of machine and labour etc

comp as directed. (Approved Rate)

12 150.00 Making 15 mm groove in RCC work on 30.00 rmt

road and filling it with polysulfied

sealant and finished it good incl. all

labour charges etc comp as directed.

(Approved Rate)

13 30.00 Demolition including stacking of 1047.3 Cu.m

serviceable materials and disposal of

unserviceable materials with all lead and

lift. (I) R.C.C work.(R&B SOR 2021-22

ITEM CODE 20002 Item no.as per NBO

14 Repairing damaged M.H. incl. removing

damaged brick and repairing by masonry

in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and M.H. and carting

the same as directed.

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

(b) 15.00 (B) up to 0.35mt. (@ Four Coarse) 1155.4 No.

15 20.00 Repairing damaged I.C./ Raising 399.96 No.

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 chamber sheet cover,

removing the debris from chamber and

carting the same as directed. (Based on

DrainageSOR 2009-10)

16 150.00 Providing, supplying and fixing precast 195.54 Rmt

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.

17 200.00 Supplying and fixing of 300 mm-L x 150 350.89 Rmt

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

18 90.00 Paver Block Providing and laying shot 669.65 Smt

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

3500.00 Providing and Laying of Rubber 501.6 Smt

Moulded Paver Block Grey/Coloured

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 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

Labour work for fixing any kind of

paving with cement pointing in CM 1:2,

including watering, ramming etc comp.

800.00 For pavement 68.64 Smt

10.00 Constructing Bombay Pattern Type 3110.8 No.

Catch Pit of size 0.60 x 0.60 depth up to

1 mt including excavation, B.B.C.C.

(1:5:10), 23 cms thick brick maso. wall

in the prop. of CM (1:6) with 40 mm

thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster

inside the catch pit in the proportion of

CM (1:3) with out jali etc. comp. as

10.00 CatchPit Jali (Heavy duty) Fixing P/F 1377.6 No.

FRC catch pit jali with frame 600mm x

600mm clear opening etc. comp.. As

directed by engineer in charge.

Providing and supplying, lowering,

laying and jointing ISI mark only

standard length stoneware pipes of

following class and diameter including

all taxes, insurance, transportation,

freight charges, octroi, inspection

charges, loading, unloading, conveyance

to departmental stores, stacking etc.

compl. (IS651/1989 or its latest revision)

15.00 Providing and fixing 75 mm thick. Tree 1005.0 No.

guard as per design and drawing.The rate

shall be inclusive of providing and laying

50mm avg. thick. Sand bedding layer of

coarse sand below the tree guard as per

req.grading and specification.The centre

of grading to be 4 piece.The work of

thegrading bricks shall be executed in the

end of level by skilled mason of flooring

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

24 carting to the work site etc. comp.

(SET cover and frame) F.R.C. Heavy 3255.6 Set

Duty [HD-20] Machinehole Covers &

Frames- 560mm ø clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS

(SET cover and frame) F.R.C. Medium 2355.2 Set

Duty [MD-10] Machinehole Covers &

Frames- 560mm ø clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS

:2002 table 1 (SET cover and frame)

(SET cover and frame) F.R.C. Medium 2254.9 Set

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

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (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 Table below:-

Sr.No Name of Works Approximate Bid Security (Rs.) Completio n

value of works Period

1 vrùb Ítul lJhkdvhw t Jtuzobt 4979807.26 50,0000/- 12 Month

Bgw.ftW©e,^thtmÇg ©e <ubs yLg

csuxbtk&e lJhkdvwht dtb,htSJ ldh

<ubs dtb<¤,atje rJM<thbt <ubs

yLg rJM<thbtk yth.me.me. htuz ylu

Vwxvt& fhJtlt ftb ctc<

2. T e n d e r (a complete set of bidding document) fee shall be Rs.1500/- 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. 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 " West Zone, Zonal Office", Dr.Ramanbhai

Patel Bhavan Ushmanpura,Ahmedabad. Not later than 12:00 hrs on Dt.07 /03 /2025.

Seal and Signature of the Bidder Addl. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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 can not stop the work due to on availably of labour force. In case

progress is delayed, contractor shall be penalized 0.1% of Tender amount per day for work

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

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

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.

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

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

15. 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,

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-

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 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 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.

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 ADDL.CITY ENGINEER

& STAMP (West Zone)

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 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.

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

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

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 ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

Labour Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certain guide

lines and as per the guide lines. If child labour is employed on the site work, the contractor

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

welfare fund. If the employer refuses to deposit then action will be taken for contempt of

Supreme Court Judgement and also will be prosecuted by concerned authority. Because of

the breach of any provision of child labour prohibition and regulation Act 1986 by the

Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal

Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as

per its Reso. No. 1783 Date 06--02-97, but the Municipal Corporation Board has recently

decided that the actual testing charge is taken and the remaining amount is refundable at the

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

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

acordingly,and has to follow other 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 ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNI CIPAL CORPO RATI ON ENGI NEER DEP ARTMENT

NAVRANGPURA WARD

TECHNICAL SPECIFICATION

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General Technical Specification Section

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

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

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.

To protect persons from injury and to avoid damage to property, adequate

barricades, construction signs, red lanterns and guards as required shall be placed and

maintained during the progress of the construction work and until it is safe for the traffic

to use the roadways. The relevant Indian standards and the rules and regulations of

local authorities in regards to safety provisions shall be observed.

The depth of the excavation shall be as required. The site 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

AMC and shall be conveyed and stacked as directed, within 50-m. lead. The roots of the

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

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

Authority / Municipal Commissioner, before cutting shall be cut after obtaining such

permission from them. The rate of site clearance is deemed to be included in the rate of

The excavation shall be carried out in true line and level and having 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 nearly, shoring, timbering, strutting, bailing out water either sub-

soil or rainwater, including pumping at any stage of the work. all Excavation work must

executed with manual labour only.

4.2. Precautions :

The blasting operation shall remain in charge of competent and experienced supervisor

and workman who are thoroughly acquainted with the details of handling explosives and

blasting operations. The blasting shall be carried out during fixed hours of the day,

preferably during the mid-day-lunch hours or at the close of the work as ordered in

writing by the Engineer-in-charge. The hours of blasting shall be notified in advance to

the people in the vicinity. All the charges shall be prepared by the man in charge only.

Red danger flags shall be displayed prominently in all directions during the blasting

People except this who actually light the fuse shall be prohibited from entering into this

area. The flag shall be stationed as 200 m. from the firing site in all directions and all

persons including workmen shall be excluded from the flagged area at least 10 minutes

before the firing warning whistle being sounded for this purpose.

During excavation in rock by blasting, the lowest 15 cm. of the stratas shall be blasted

with light charges so as not to shatter or weaken the underlying rock on which the

foundation will be actually laid. If excavation in rock is done to larger width and lengths

than those shown on the drawings or as directed, no payment shall be made for such

over break. If excavation is done to depth grater than shown on the drawings or

directed, excess depth shall be made up with foundation grade concrete as directed at

the contractor’s cost.

The charged hole shall be drilled to the required depth and in suitable places when

blasting Is done with powder, the fuse cut to the required length shall be inserted in the

holes and the powder dropped in. The powder shall be gently tamped with copper rod

with rounded ends. The explosive powder shall then be covered with trapping materials

which shall be tamped lightly but firmly. When blasting is done with dynamite and other

high explosive dynamite cartridges shall be prepared by inserting the square cut ends of

fuse into the detonator, and finished with dippers at the open ends. The detonator

should be gently pushed into the premier leaving one third of the copper exposed

outside. The primer shall be housed into the explosive. Bore holes shall be of such size

that the cartridges can be easily passed down. The primer shall be cleared of all debris

and explosive inserted. The space for about 20 cms. above the charge shall then be

gently filled with dry clay pressed home and rest of the tamping is firmed with any

convenient materials gently packed with a wooden cover.

At a time, not more than 20 such charges shall be prepared and fired. The man in

charge shall blow a whistle in a recognised manner for cautioning the people. All the

people shall then be required to move to safe distances. The charges shall be lighted by

the man in charge only. The man-in-charge shall count the number of explosions. He

shall satisfy himself that the charges have been exploded before allowing the workman

to go to the work site.

The contractor shall be fully responsible to strictly follow the prevailing rules and

procedures regarding blasting procedures.

In case of a misfire the following procedure shall be observed :

Sufficient time shall be allowed to account for the delayed blast. The man in charge shall

inspect all the charges and determine the missed charge.

If it is the blasting powder charge, it shall be completely flooded with water. A new hole

shall be drilled at about 45 cm. from the old and fired. This should blast the old charge.

Should it not blast the old charge. Should it not blast the old charge, the procedure shall

be repeated till the old charge is blasted.

In case of charge of gelatin, dynamite etc. the man in charge shall gently remove the

tamping and the primer with detonator. A fresh detonator and primer shall then be used

to blast the charge. Alternatively the hole may then be drilled 15 cm. away and parallel

to it. This hole shall then be charged fired when the misfired hole should explode at the

same time. The man in charge shall report to the office at once all cases of misfire, the

cause of the same and what steps were taken in connection therewith.

If a misfire has been found to be due to defective detonator or dynamite, the whole

quantity in the box from which defective article was taken must be sent to the authority

as directed for inspection to ascertain whether all the remaining materials in the box are

also defective or not.

4.3. Accidents :

The contractor shall be solely responsible for any accident during the entire procedure of

handling explosive and blasting and shall pay necessary compensation to persons

affected or damage t lands or properly etc., due to the blasting without extra claims on

the department.

A careful and day-to day account of explosives shall be maintained by the contractor in

an approved manner and shall be open to inspection of the Engineer-in-charge at all

times. Surprise visit may also be paid by the Engineer-in-charge to the storage and in

case of any unaccountable shortage or unsatisfactory accounting, the contractor shall be

liable to be penalised by forfeiture of part or whole of his Security Deposit or by

cancellation of tender in which case be shall not be entitled for any compensation.

4.5. Disposal of Excavated materials :

No materials excavated from foundation trenches of whatever kind they may be, are to

be placed even temporarily nearer than1.5m. of distance prescribed by the Engineer

from the outer edges of excavation. All materials excavated shall remain the property of

Government. Rate for excavation includes sorting out of useful materials and stacking

them separately as directed within the specified lead. Materials suitable and useful for

back filling or other use shall be stacked in convenient places but not in such a way as to

obstruct free movement of men, animals and vehicles or encroach upon the area

required for constructional purpose. The site shall be left clean of all debris on

Disposal of excavated materials is subject to the following :

Unsuitable materials obtained from clearing site and excavation shall be disposed off

within a lead of 50 meters as directed. useful materials obtained from clearing site and

excavation shall be stacked within a lead of 50 M. beyond the building area as directed.

Materials suitable for back filling shall be stacked at convenient places within a lead of

50 M. from the structure for reuse. Useful stones from rock excavation shall be stacked

neatly within a lead of 50 M. and will be allowed to be used by the contractor on

payment at rates laid down in the contract or if not so aid down, at schedule of rates of

the Division or at a mutually agreed rates if there are no such rates in the Schedule of

If surplus materials are required to be conveyed beyond 50 M. conveyance will be paid

for under a separate item.

4.6. Mode of measurement and payment :

The work shall be measured for the work limited to the dimensions shown on drawings

or directed, Excavation to dimensions in excess of the above will not be measured or

paid for and if so ordered by the Engineer the contractor shall have to fill up the excess

depth with cement concrete specified for foundation without extra payment.

Driving of sounding bards, drill holes to explore the nature of substratum upto a total

length of meter distributed in 2 or 3 places in each foundation if necessary, will be

considered incidental work and eill not be paid for separately.

Removal of slips and blows in the foundation trenches will not be measured or paid for.

If it is necessary in the opinion of the Engineer-in-charge to carry foundation below the

levels shown on the plants the excavation for the first 1.5 M. of additional depth will be

included in the quantity for the particular classification and will be paid for as extra work

at rate to be decided under the general conditions of contract unless the contractor

unless the contractor is willing to accept payment as tendered rates.

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

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.

a. central verge -kerb stone.

b. Dismantling tiled or stone floors laid in mortar including stacking of

serviceable material and disposal of unserviceable material with all lead and

c. Demolition & disposal of unserviceable material with all lead and lift for

unreinforced concrete.

d. Demolition of brick work & stone masonry including stacking of serviceable

materials and disposal of unserviceable materials with all lead and lift (1) In

e. Demolition including stacking of serviceable materials and disposal of

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

The demolition shall consist of demolition of one or more parts of the structure as specified

or shown in the drawings. Demolition implies taking up or down or breaking up. This shall

consist of demolishing whole or part of work including all relevant item as specified or shown in

The demolition shall always be planned before hand and shall be done in reverse order of

the one in which the structure was constructed. Contractor is fully responsible for proper and safe

Necessary dropping, shoring and under pinning shall be provided for the safety of the

adjoining work or property, which is to be left intact, before dismantling and demolishing is

taken up and the work shall be carried out in such a way that no damages is caused to the

adjoining property.

Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary

precautions shall be taken to keep the dust nuisance down as and where necessary.

Dismantling shall be commenced in a systematic manner. All materials which are likely to

be damaged by dropping from a height or demolishing roof, masonry etc. shall be carefully

dismantled first. The dismantled articles shall be properly stacked as directed. All materials

obtained from demolition shall be the property of Government unless otherwise d shall be kept in

safe custody until handed over to the Engineer-in-charge.

Any serviceable materials, obtained during dismantling or demolition shall be separated out

and stacked properly as directed, with all lead and lift. All unserviceable materials, rubbish etc.

shall b stacked as directed by the Engineer-in-charge.

On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.

Mode of measurements & payment :

Measurements of all work except hidden work shall be taken before demolition

dismantling and no allowance for increase in bulk shall be allowed. The demolition of lime

concrete shall be measured under this item. Specification for deduction for voids, openings etc.

shall be on same basis as that employed for construction of work.

All work shall be measured in decimal system as fixed in its place subject to the following

limits, unless otherwise stated hereinafter : (a) Dimensions shall be measured to the nearest

mt. (b) Area shall be worked out to the nearest 0.01 sq. mt. (c,d,e) Cubical connection shall be

worked out to the nearest 0.01 Cu.m.

The rate shall include cost of all labour involved and tools used in demolishing and

dismantling including scaffolding. The rate shall also include the charges for separating out and

stacking the serviceable materials properly and disposing the unserviceable materials with all

lead and lift. The rate also includes for temporary storing for the safety of the portion not

required to be pulled down or of adjoining property and providing temporary enclosures or

partitions where considered necessary.

The rate shall be for a unit of

one cubic metre. For

Dismantling of Tiled Floor:

The relevant specifications shall be followed except the dismantling of tiled or stone floors

laid on mortars shall be done Dismantling implies carefully taking up or down or these are fixed

by nail screws bolts etc. the shall be taken out with proper tools.

Mode of measurement & Payment :

The supporting materials such as joints beams if any etc. shall be measured separately. The rate

shall include stacking the unserviceable materials as directed will lead and lift.

The rate shall be for a unit of (a) RMT (b) one sq. Meter (C) CMT(d)Cu.m(e)Cu.m

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc.

e) Lead From 5 Km to 10 Km.

f) Lead From 10 Km to 15 Km.

All the surplus earth etc. shall be carried away immediately from the site of work

to a place within 5km.distance or as directed and ordered by the Engineer, so as not

to cause any inconvenience to the public traffic finding which in view of public safety

and traffic convenience. The corporation shall carry out the work byany other

agency at the contractor’s risk and cost. If the instructions are not completed within

days from the date of order to cart the surplus materials and clear the site, the

said work shall be carried out by the Municipal Corporation at the risk and cost of

the contractor and no claim or dispute shall be entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be

done and the same shall be carried out by the contractor without asking any extra

rate. The contractor shall have to cart the surplus earth after the trenches we will

watered and refilled with the sand. The rate of carting including carting of brickbats,

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

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

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, soiling/cutting

Reinforcement etc. comp. with stacking the material as directed. (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.

The Item shall be carried out as per Item description and as per instruction of Engineer-in-Charge

and/or his authorized representative.

The rate includes the cost of excavation of bituminous macadam i.e. bituminous layers only

like DBM, BC etc including the labours, tools, equipment and all other incidental expenses. Non

Bituminous Sub-layer/Sub base are not considered in this item.

Work shall be carried out manually or by Machinery as

per site requirements. The mode of payment for this

item shall be on Smt. Basis.

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Hand

broken stone aggregates 40mm nominal size) and curing complete.

Before starting the concrete the bed of the foundations trenches shall be cleared

of all loose materials and watered and rammed as directed .

The proportion of cement, sand and coarse aggregate shall be one part of

cement, 3 parts of sand, 6 parts of stone aggregates and shall so measured by volume.

The concrete shall be mixed in a mechanical mixer at the site of work. Hand

mixing may however be allowed for smaller quantity of work if approved by the

Engineer-incharge. When hand mixing is permitted by the Engineer-in-charge incase of

breakdown of machinery’s and in the interest of the work. it shall be carried out on a

water tight platform and care shall be taken to ensure that mixing is continued until the

mass is uniform in colour and consistency. However in such cases 10% more cement

than otherwise required shall have to be used without any extra cost. The mixing in

mechanical mixer shall be done for a period 1 to 2 minutes. The quantity of water shall

be sufficient to produce a dense concrete of required workability for the purpose.

The concrete shall be handled from the place of mixing to the final position in not

more than 15 minutes by the method as directed and shall be placed into its final

position, compacted and finished within 30 minutes of mixing with water i.e. before the

setting commences.

The concrete shall be laid in layers of 15 cms. to 20 cms.

The concrete shall be rammed with heavy iron rammers and rapidly to get the

required compaction and to allow all the interstriees to be filled with mortar.

After the final set, the concrete shall be kept continuously wet, if required by pounding

for a period of not less than 7 days from the date of placement

The concrete shall be measured for its length breadth and depth, limiting

dimensions to those specified on plan or as directed.

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

ProvidingandCastinginsitucontrolledCementConcreteM-200 for R.C.C.Raft

and cutt-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

Before starting the concrete the bed of the foundations trenches shall be cleared of

all loose materials and watered and rammed as directed. The proportion of cement, sand

and hand broken stone aggregates shall be one part of cement, parts of coarse sand,

parts of hand broken stone aggregates and shall so measured by volume. The concrete

shall be mixed in a mechanical mixer at the site of work. Hand mixing may however be

allowed for smaller quantity of work if approved by the Engineer- incharge. When hand

mixing is permitted by the Engineer-in charge in case of breakdown of machinery’s and

in the interest of the work. it shall be carried out on a water tight platform and care

shall be taken to ensure that mixing is continued until the mass is uniform in colour and

consistency. The quantity of water shall be sufficient to produce a dense concrete of

required workability for the purpose. The concrete shall be handled from the place of

mixing to the final position in not more than 15 minutes by the method as directed and

shall be placed into its final position, compacted and finished within 30 minutes of

mixing with water i.e. before the setting commences.

Mode of measurements shall be on CMT basis

Providing formwork of ordinary timber planking so as to give a rough finishi ncluding

centering shuttering strutting and propping etc.Height of propping and centering

belows up porting floor to ceiling not exceeding 4M. and removal ofthe same for in situ

reinforced concrete and plain concrete work in.(A)Foundations Footings Bases of

Columns etc. and Mass concrete.

Providing Formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (A)Foundations Footings Bases of Columns etc. and

Mode of measurement shall be in Smt.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level

TMT bars shall conform to M-18. Mild steel binding wires shall conform to M-21

The work shall consist of furnishing and placing reinforcement to the shape and

dimensions shows as on the drawings or as directed.

Steel shall be clean and free from rust and loose mill scale at the time of fixing in

position and subsequent concreting.

Reinforcing steel shall conform accurately to the dimensions given in the bar bending

schedules shown on relevant drawings. Bars shall be bent cold to specified shape and

dimensions or as directed using a proper bar bender, operated by hand or power to attain

proper radius of bends. Bars shall not be bent or straightened in a manner that will injure the

material. Bars bent during transport or handling shall be straightened before being used on

the work. They shall not be heated to facilitate bending. Unless otherwise specified, a ‘U’

type hook at the end of each bar shall invariably be provided to main reinforcement. The

radius of the bend shall not be less than twice the diameter of the round bar and the length

of straight part of the bar beyond the end of the curve shall be at least four times the

diameter of the round bar. In case of bars which are not round and in case of deformed bars,

the diameter shall be taken as the diameter of circle having an equivalent effective area. The

hooks shall be suitably encased to prevent anysplitting of the concrete.

All the reinforcement bars shall be accurately placed in exact position shown on the

drawing and shall be securely held in position during, metal hangers, supporting wires or other

approved devices at sufficiently close intervals,. Bars shall not be allowed to sag between

supports nor displaced during concreting or any other operations of the work. All devices used

for positioning shall be of noncorrodible material. Wooden and metal supports shall no extend

to the surface of concrete, except where shown on drawings. Placing of broken stone or brick

and wooden blocks shall not be allowed. Pieces of broken stone or brick and wooden blocks

shall not be used. Layers of bars shall be separated by spacer bars, precast mortar blocks or

other approved devices. reinforcement after being placed in position shall be maintained in a

clean condition until completely embedded in concrete. Special care shall be exercised to

prevent any displacement of reinforcement in concrete already placed. To prevent

reinforcement from corrosion, concrete cover shall be provided as indicated on drawings. All

the bars producing from concrete and to which other bars are to be spliced and which are

likely to be exposed for a period exceeding 10 days shall be protected by a thick coast of neat

Bars crossing each other where required shall be secured by binding wires (annealed) of

size not less than 1 mm in such manner that they do not slip over each other at the time of

fixing and concreting.

As far as possible, bars of full length shall be used. In case this is not possible, overlapping

of bars shall be done directed. When practicable, overlapping bars shall not touch each other,

but be kept apart by 25 mm or 1.25 mm times the maximum size of the coarse aggregate

whichever is greater by concrete between them. Where not feasible, overlapping bars shall be

bound with annealed wires not less than 1 mm thick twisted tight. The overlaps shall be

staggered for different bears and located at points along the span where neither shear nor

bending movement is maximum.

Whenever indicated on the drawings or desired by the Engineer- in-charge, bars shall

be joined by coup lings which shall have a cross-section sufficient to transpit the full stresses

of bars. The ends of the bars that are joined by coupling shall be upset for sufficient length so

that the effective cross section at the base of threads is not less than norma l cross-section of

the bar. Threads shall be standard threads. Steel for coupling shall conform to I.S.

When permitted or specified on the drawings, joints of reinforcement bars shall be butt-

welded so as to transmit their full stresses. Welded joints shall preferably be located at points

when steel will not be subject to more than 75 percent of the maximum permissible stresses

and welds so staggered that at any one section not more than 20 percent of the rods are

welded. Only electric are welding using a process which excludes air from the molten metal

and conforms to any or all other special provisions for the work shall be accepted. Suitable

means shall be provided for holding bars securely in position during welding. It shall be

ensured that no voids are left in welding and when welding is done in two or three stages,

previous surface shall be cleaned properly. Ends of the bars shall be cleaned of all loose scale,

rust, grease, paint and other foreign matter before welding. Only competent welders shall be

employed on the work. the M.S. electrodes used for welding shall conform to I.S. 814. Welded

pieces of reinforcement shall be tested. Specimen shall be taken from the actual site and their

number and frequency of test shall be as directed.

M/s. shall be on kg. basis.

Providing and laying in position Ready Mixed M-200 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 be

Providing and laying in position Ready Mixed M-200 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 be maintained)

Mode of measurement shall be in Cmt.

P/A Trimix with dewatering machine and floater machine on constructed RCC work

incl.cost of machine and labour etc comp as directed.

P/A Trimix with dewatering machine and floater machine on constructed RCC work incl.cost

of machine and labour etc comp as directed.

Measurements for Payment

The rate shall be for a unit of Square meter.

Making 15 mm groove in RCC work on road and filling it with polysulfied sealant and

finished it good incl. all labour charges etc comp as directed.

Making 15 mm groove in RCC work on road and filling it with polysulfied sealant and finished it good

incl. all labour charges etc comp as directed.

Measurements for Payment

The rate shall be for a unit of one meter.

Demolition including stacking of serviceable materials and disposal of unserviceable materials

with all lead and lift. (I) R.C.C work.

The rate shall be for a unit of cubic meter.

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

a. up to 0.15 mt. (@ Two Coarse)

b. up to 0.35mt. (@ Four Coarse)

The rate shall be for a unit of no.

Repairing damaged I.C./ Raising 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 chamber

sheet cover, removing the debris from chamber and carting the same as directed.

The rate shall be for a unit of no.

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

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.

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

Trenches of specified width and depth shall first be made along the edges of the

wearing course of the road or along the line of pave block flooring to receive the

restraint blocks. The bed of the trenches shall be compacted manually with steel

rammers to a firm and even surface and then stones shall be set in P.C.C.

The edge restraint blocks shall be laid with their length running parallet to the

paving edge, true in line and gradient. The joints of blocks shall be not more than

mm and filled with the CM 1:3 ( 1 cement : 3 fine sand ) which shall be cured for

Finishing The edges shall be restored and all surplus earth including rubbish etc.

disposed off as directed by the Engineer-in Charge.

Measurements Length of the finished work shall be measured in running metre

along the edge of the paving correct to a cm.

Rate The rate shall include the cost of the materials and labour including stone of

specified material involved in all the operation described above. The rate shall be for a

unit of one meter basis.

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.

1.0 The scope of work: It includes supplying and laying of Precast shot blasted by automatic shot blasting

factory (not on site) paver blocks at footpath, parking area, service lane and other areas.

The work includes:

1.1 Paver block should be laid over prepared sub grade.

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

1.3 Manufacturing of paver blocks by one of the approved suppliers as per requirements intechnical

1.4 Supplying of paver blocks at site, including handling at both ends. The type of paver block may be

interlocking or noninterlocking.

1.5 Providing and laying average 50 mm coarse sand bedding for laying blocks.

1.6 Laying of paver blocks at site as per requirement in technical specification, within shortest possible time.

1.7 Testing of paver blocks through reputed Govt. /Non Govt. Test house and submission of test results as

requirements in Technical Specifications. Client reserves the right to carryout test at random. Cost for such

borne by contractor.

1.8 The contractor shall guarantee that all material and components designed, fabricated, supplied and laid

be free from any type of defect due to faulty material and/or workmanship/erection for a period of five year

date of completion of work at individual sites. However, the contractor for five years shall render free

2.0 Technical Specifications:

2.1 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

application of hydraulic compaction and also by high intensity vibration to the moulds. The machine should

automatic control panel for uniformity in strength.

Concrete Batching & Mixing Plant: (Not essential) The concrete Mix Design should be followed for each batch

materials. The concrete ingredient should be mixed in concrete Batching & Mixing plant with minimum

cum/hour. The plant should be equipped with automatic control panel for maintaining water cement ratio from

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

conveyor belt for transportation of concrete from mixer to concrete block making machine to maintain quality

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

facility of the

paver blocks is preferable.

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.

2.2 Specifications for Coloured Paver Blocks:

Colour concrete paver blocks shall be manufactured as per attached specifications using approved colour

Pigment of iron

oxide of approved brand like Bayer, Tata etc. with minimum colour pigment of 3% by weight of cement. The

shall be as selected by Architect before commencement of the work. The job also includes providing 50 mm

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

of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of Color pavers will be as per

2.3 Paver Block Characteristics:

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

The surface should be reasonably smooth and of anti skid and anti glare type. The paver should have uniform

facilitate easy drainage surface run off.

The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling after

the paver Surface.

The concrete mix design should be followed for each batch of materials separately and automatic batching

used to achieve uniformity in strength and quality.

The pavers shall be manufactured in Double layer only.

Skilled labour should be employed for laying blocks to ensure line and level of laying, desired shape of the

adequate compaction of the sand in the joints.

2.4 Paver Block Dimensions:

Layers Double layered, top layer minimum 8 to 10 mm

Shape Irregular (Uniform Shape with no Hollow Or Cracks) / as per drawing

Chamfer 4mm to 6mm along top edges

Colour Natural cement grey Colour without use of any pigment.

For Colour pavers refer “specifications for Colour pavers”

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

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

2.5 Testing of Paver Blocks:

* Sampling and testing procedure as per enclosed specifications

3.0 Sampling & Testing Procedures for Paver Blocks:

3.1 Sample Size:

INTERNAL – Average of minimum 3 samples per 10000 Blocks for compressive strength and water

EXTERNAL – Minimum 2 Blocks per 10000 blocks for abrasion and flexure.

3.2 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.

compressive strength of the blocks tested shall be 30/40 N/Sq.mm as per thickness.

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

Flexural Strength: Testing for flexural shall be in accordance with IS 1237 (Specifications for Cement Concrete

Water Absorption: Testing for water absorption shall be in accordance with IS 2185:1979: Part I (Specifications

Concrete Masonry Units).

Method of sampling: Before laying paver blocks, each designated section comprising not more than

be divided into five approximately equal groups. One block shall be drawn from each group i.e. 3 for internal

for external testing.

Marking and identification: All samples shall be clearly marked at the time of sampling in such a way that the

sections of part thereof, and the consignment represented by the sample, are clearly defined.The sample

dispatched to the approved test laboratory taking precaution to avoid damage to the paving in transit. Protect

from damage and contamination until they have been tested. The testing shall be carried as soon as possible,

sample has been taken. As soon as practicable after sampling. The samples shall be stored in water at

hours prior to testing.

SR.NO. * TEST SPECIFICATION Average Values

(Average of Minimum Five Samples/Site)

1. Compressive Strength Min. 30 N/Sq.mm for 60mm thick and Min. 40 N/Sq.mm

2. Flexural Strength Minimum 3.80 N/Sq.mm and 4.5 N/ Sq. mm for 60 and

mm thick paver block respectively.

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

5. Minimum Cement Content 380 Kg/Cum for M 30 concrete and 430 Kg/Cum for M 40 concrete

3.0 Sampling & Testing Procedures for Paver Blocks:

3.1 Sample Size:

INTERNAL – Average of minimum 3 samples per 10000 Blocks for compressive strength and water

EXTERNAL – Minimum 2 Blocks per 10000 blocks for abrasion and flexure.

3.2 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.

compressive strength of the blocks tested shall be 30/40 N/Sq.mm as per thickness.

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

Flexural Strength: Testing for flexural shall be in accordance with IS 1237 (Specifications for Cement Concrete

Water Absorption: Testing for water absorption shall be in accordance with IS 2185:1979: Part I (Specifications

Concrete Masonry Units).

Method of sampling: Before laying paver blocks, each designated section comprising not more than

be divided into five approximately equal groups. One block shall be drawn from each group i.e. 3 for internal

for external testing.

Marking and identification: All samples shall be clearly marked at the time of sampling in such a way that the

sections 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

transit. Protect the paving from damage and contamination until they have been tested. The testing shall be

soon as possible, after the sample has been taken. As soon as practicable after sampling. The samples shall

water at 20 degree C 5 degree C for 24 hours prior to testing.

Test For Compressive Strength:

Testing Machine: The testing machine shall be of suitable capacity for the test and capable of applying the load

rate specified. It shall comply, as regards repeatability and accuracy, with the requirements of clause 2.1 of

Procedure: The sample specimen shall be tested in a wet condition after being stored for at least 24 hours in

maintained at a temperature of 20 C + or – 5 C. Before thespecimens are submerged in water, the

necessary area shall

The plates for testing machines shall be wiped clean and any loose grit or other material removed from the

of the specimen. Plywood, nominally 4 mm thick shall be used as packing between the upper and lower faces

specimen and the machine plates and these boards shall be larger than the specimen by the margin of at

at all points. Fresh Packing shall be used for every specimen tested.

The specimen shall be placed in the machine with the wearing surface in the horizontal plane and in such a

axes of the specimen are aligned with those of the machine plates.

The load shall be applied without shock and increased continuously at the rate of approximately 15 N/ Sq.mm

until no greater load can be sustained. The maximum load applied to the specimen shall be recorded.

Calculation of corrected strength for individual Blocks: The compressive strength of each block specimen shall be

calculated by dividing the maximum load by full cross section area of the block and multiplying with an

appropriate factor

a) For 100 mm thick blocks –

b) For 80 mm thick blocks –

c) For 60 mm thick blocks –

Ahmedabad Municipal Corporation

Compressive Strength Calculation: The average corrected compressive strength for the designed block section

4.0 Method of laying:

Blocks shall be placed on the sand bedding etc. which were well rammed so as to act as firm bed. Blocks

shall be laid in

such manner that no gap shall be left in between. Blocks so laid shall be compacted by means of mechanical

equivalent compacting method so as to obtain required finished surface. All the joints shall be matched and if

manufacturing defect is detected the lot shall be replaced and relaying shall be done with out any extra cost

satisfaction of Engineer in charge.

50 to 80mm thick coarse sand shall be laid as cushioning layer for arranging the paver blocks. Joints of the

shall be filled with the sand.

The paver blocks shall be laid properly on the prepared sub-base as per manufacturer's specification and as

and Engineer-in-charge's instruction.

Paver block shall be laid by the approved agency only. If manufacturer of the paver block providing the laying

then it shall be laid through the supplying agency only. The labourers for paver block fixing shall be skilled

only. Only cutting tool shall be used for cutting the paver block. Full depth cutting toll shall be used for proper

surface after cutting. Manual cutting or breaking of the paver block is not permitted.

After laying of the paver block fine sand shall be spread over it and paver block shall be compacted with

compactor. Any settlement or undulation in the laid area shall be repaired immediately.

5.0 Mode of Measurement and payment:

Measurement shall be done as per actual area laid without considering any wastage.

The Measurement of the item shall be in Sqmt basis.

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

Scope of work :

Excavation and compaction up to 30 cm in height . for footpath paving in all sorts of soil

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

from excavated place and same well be carting. Up to 5 km.

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

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 being existing operating Retail Outlets, care should be

taken to ensure that the operation is not closed. 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. HPCL 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 at individual sites. However, the contractor fro two years shall render free

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.

1.3. Curing:- The factory should have well designed curing area to ensure adequate

curing of paver blocks.

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

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

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 HPCL 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

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 smoothe 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 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 or 80mm

Shape Uniregular (Uniform Shape with no Hollow

Chamfer 4mm to 6mm along top edges

Colour Natural cement grey colour without use of

For coloured pavers refer “specifications

for coloured pavers”

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

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

V) Testing of Paver Blocks :

SR. Average Values

NO. (Average of Minimum

Five Samples/Site)

1. Compressive Strength Min. 45 N/Sqmm for 80mm

thick OR Min. 35 N/Sqmm for

2. Flexural Strength Minimum 4.5 N/Sqmm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

5. Minimum Cement Contact 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. Average of minimum 8 blocks per site.

1. Sampling For Testing

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

Compressive Strength

Testing for compressive strength shall be undertaken in accordance with

The average compressive strength of the bocks tested shall be 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.

1. 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

Labour work for fixing any kind of paving with cement pointing in CM 1:2, including watering, ramming etc comp. as

directed For pavement

The Measurement of the item shall be in Sqmt basis.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt

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

(1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement

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

directed. The Measurement of the item shall be in no basis.

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.

The Measurement of the item shall be in no basis.

Providing and supplying,and jointing ISI mark

only standard length stoneware pipes of following class and diameter including

excavation for laying of pipes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores, stacking etc. compl.

(IS651/1989 or its latest revision) including labour work for lowering, laying,

joiting with cement mortar (1:1) proportion, proper postion, grade and alignment

and all level as directed by engineer in charge including store to site of work jointing

etc complete 230 mm dia

The Measurement of the item shall be in Rmt basis.

Item no.23 (a,b,c)

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

(SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover

(SET cover and frame) F.R.C. Medium Duty [MD-10] Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover

(SET cover and frame) F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear

opening, The dimension of frame and cover

Providing and laying for approved quantity (ISO Certified brand) floor hardener @

The Measurement of the item shall be in Smt basis.

Seal and Signature of the Bidder Add.City Engineer(West Zone)

Amdavad Municipal Corporation

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

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

6. xuLzh mt&u BþfJtbtk ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / vu ytuzoh / jtufj btRfh

auf&e s MJefthJtbtk ytJNu. œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze. hfb Yt. yuf fhtuz mwDele

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

Wvhle ykœtS< hfblt ftb btxu R.yub.ze.le hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckuf duhkxelt MJYvbtk ytvJtle

7. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

8. xuLzh Ve <&t R.yub.ze.le hfblt ze.ze./ aufle vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlwk ltb <&t btuctRj lkch

yJ~g jFJtltu hnuNu. ftuLx[t¾xhu vtu<tle mkkM&tlt auf <&t ze.ze. xuLzh R~gw &gt <theF ctœlt s ytvJt.

9. Nh<e xuLzhtu hœ ct<j dKtNu.

10. stu xuLzhbtk MvÐ WÕjuF fhtguj ntug <tu atubtmtlu fthKu Ft<tfeg MËalt yLJgu ßgthu ßgthu ftb ck^ htFJtLþk &tg <u

mbglu ftble BþÆ<btk bshu ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu ytvJtbtk ytJNu lne. sule ltuk^

>huf xuLzhh ujuJe.

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

12. 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 btufjJw.

13. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu jtufj btRfh auf,

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

zevtuÍex/ vhVtuboLm duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckufduhkxelt MJYvbtk ytvJtle hnuNu.

14. ytuljtRl yul-«tufgwh JucmtRx vh&e ChJtlt &<t xuLzhbtk ftuLx[tfxh/ yusLmeyu xuLzhle ntzo ftuvebtk CtJ Cgto

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

15. dwsht< mhfth ©b,ftuiNÕg ylu htusdth rJCtd îtht XhtJ ¢btf:LED/WRT/e-file/11/2024/0293/M2

mraJtjg ,dtk^eldh <t.15.02.24 lt XhtJ v{btKu yusLme/¢tuLx[fxhtulu îtht ©bgtude ftgœtle studJtR vhevqKo

&tg <u mwrlµ< fhJtlwk hnNu.

16. ybœtJtœ Bgwrlrmvj ftuvtuohuNl îtht ybœtJtœ Nnuh lt ltdheftulu vwhe vtzJtbtk ytJ<e mwrJ^tytulu jd<e Vhegtœ

ltuk^Jt btxu me.me.yth.yum «tusufx ybj bwfJtbtk ytJuj Au.su yk<do< su <u zevtxobuLx JtRÍ le fuxdhe lt «tuçjb

lt rlhtfhK btxu yum.yuj.yu mbg dt¤tu rl^tohe< fhJtbtk ytJuj Au.su yk<do< vrµbÍtullt lJhkdvwht Jtuzolt htuz

ylu Vwxvt&lt Jtr»tof huRx xuLzhbtk bhtb<-rlCtJltk htuz ylu Vwxvt& buLxulLm lt swœt swœt ftbtu btxu ltdhef

yr^fth vºtfbtk sKtJuj mbg bgtoœtbtk Vhegtœltu rlftj fhJt <ubs muJtfeg ftbdehe mbg bgtoœtbtk vqKo &tg <u

btxu R-dJolLm me.me.yth.yum. «tusufx yk<do< <t.21.08.2021 lt mhfgwjh <&t mexe Rsluh Ft<w vrhvºt

lk.2,<t.07.10.2023 lt vrhvºt,Bgw frb.©ebe <t.23.04.2026 le belexm ytuV bexekd lt bwœt lk.21

ylwmk^tlu leau bwscle mtbuj fhuj Nh<tu bwscle vulÕxe Jmwj fhJtle Nh<u bkswhe y&uo mtœh fhuj Au

xuLzhbtk mtbuj fhuj Nh<tu yt «btKu Au

 me.me.yth.yum.btk ltu^t<e Vhegtœ Jtuzolt Rsluh MxtV îtht ftuLx[tfxh/yusLmelu Jtuxmyuv/xujeVtulef btægb&e

y&Jt YcY juFe<btk Vhegtœ ytvJtbtk ytJNu.mœh Vrhgtœle ftbdehe yum.yuj.yu. le mbg bgtoœtbtk

 ftbdehe vqKo &gt ctœ <ult Vtuxtud{tV,mxeoVefux ylu ftbdehe vqKo &gt le òK yum.yuj.yu. mbg bgtoœtbtk

Jtuzolt MxtVlu fhJtle hnuNu

 stu ytvlu ytvuj Vrhgtœ yum.yuj.yu. mbg bgtoœtbtk vqKo lne &tg <tu vulÕxe le hfb ytvlt cejbtk&e Jmwj

 ytvlu mtuvJtbtk ytJuj me.me.yth.yum. Vrhgtœtu ltu hevtuxo yXJtzef ^tuhKu rlg< Vtubuoxbtk «btrK< fhe Jtuzo

ytuVemu hsw fhJtltu hnuNu.

 ftuLx[tfxh îtht yhsœthlu Vtul fgto ctœ mœh Vrhgtœ yLg Jtuzo fu yLg rzvtxobuLx fu y.Bgw.ftuvtuohuNl lt

ftgoûtuºtbtk l ytJ<e ntuR <ule òK Jtuzo MxtV lu <tðftrjf fhJtle hnuNu.

ftuLx[tfxhle mrn <&t me¬tu yuze.mexe Rsluh (v.Ítul)