Providing and fixing New CI Catch Pit jali instante of Old Catch pit and also Other TP road CP in Navarangpura ward West Zone.

2. Tender Estimated Cost Rs.9,92,584.00 (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.10,000/-)

3. Earnest Money

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

4 Tender Fee Rs Demand Draft of Rs.900.00

6. Time-Limit 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)

11. Penalty Due to Delay of work Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

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

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

Time permitted to start parts of to start the works within 48 hours of intimation of work.

work Communication done telephonically via SMS, Via Whatsapp and

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

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

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

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

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

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

30 Lakhs). Three times failures by contractor shall make

contractor responsible to be black listed unless and otherwise

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

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)

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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.

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btufjJtlt hnuNu.

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hSMx[uNl heLgw fhtJuj l ntug.

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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

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

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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,

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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.41, Date: 08/02/2022, approved Banks are...

(A) Guarantee issued by following banks will be accepted as SD/EMD on permanent basis. All

nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for the period up to

March- 31, 2022. 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 :-

5. Kotak Mahindra Bank

6. IndusInd Bank

8. Tamilnadu Mercantile Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

2 Co-operative and Rural Banks Of Gujarat :-

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

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

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (WEST ZONE)

Work Name :- Providing and fixing New CI Catch Pit jali instante of Old Catch pit and also Other

TP road CP in Navarangpura ward West Zone.

Sr. No. Item Discripation Say Qty. Rate Per Amount

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on

Previously approved rate by C E sir )

up to 0.20 meter thickness (By Manual) 25.00 71.10 Smt

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

Box cutting the road surface to proper slope

and camber for making a base for road work

2 including removing the excavated stuff and

depositing on the road side slope as directed

upto 200 Mt.lead.

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any

3 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.

e) Lead From 4 Km to 5 Km. 50.63 52.42 Cmt

f) Lead From 5 Km to 10 Km. 40.00 78.54 Cmt

Providing and laying cement concrete 1:3:6

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

4 stone aggregates 40mm nominal size) and

curing complete.

Brick work using common burnt clay building

bricks having crushing strength not less than

5 35kg./Sq.Cm. In foundation and plinth in

Cement Mortar 1:5.(1-Cement: 5 -fine

sand)(B) Conventional.

Providing15mm thick cement plaster in single

coat on Rough (Similar) side of single or half

6 brickwalls for interior plastering upto floor

two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand) 18.00 101.25 Sqm

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

up to 0.15 mt. (@ Two Coarse) 820.00 No. 15.00 728.82 No.

up to 0.35mt. (@ Four Coarse) 1300.00 No 15.00 1155.44 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.

Providing and laying cement concrete work

1:2:4 (1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and

curing complete excluding cost of formwork

9 and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base or

columns and Mass concrete

Structural steel work ( Confirming to IS 4923-

1997) riveted, bolted or welded in builtup for

all type sections, in framed work, including

cutting, hoisting, fixing in position and

10 applying a priming coat of approved steel

primer all complete as per the structural

designs and directions of Engineer in

charge.Column(122x 61 x 3.6mm )

Hiring of Tractor with trolley considering

11 Hrs. As working Day hours inclu. Driver 30.00 2104.09 day

Supplying, labour for excavation of all types

of soil at any depth including excavation of

asphalt pavement of any thickness,

demolition of brick work in CM of any

proportion including stacking of serviceable

materials and disposal of unserviceable

material etc. comp. as directed.

Mazdoor at day /night (As per min.wages

circular of GOG)

Raising of Existing manhole. Item includes,

cutting of existing road surround by Manhole

by dimond cutter machine, dismantling of

road in confined area by breaker machine

and carting of dismantled material. Item also

included necessary brick work to raise the

manhole at road level in CM 1:3. Item also

included fixing of Manhole frame at exact

road level by using MasterEmaco S

trowelable fibre reinforced thixotropic repair

13 mortar material, Laying of concrete made

from MasterEmaco S 346 flowable micro

concrete material in desired thickness and

laying of hot mix bituminous material in

upper layer and compaction of hot mix

bituminous material by Plate compactor

machine. Rate also included necessary plaster

at inside of manhole in CM 1:3 in 20 mm

thickness on raised brickwork.

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 Completio n

value of works (Rs.) Period

1 Providing and fixing New CI 9,92,584.00 10,000/- 12 Month

Catch Pit jali instante of Old

Catch pit and also Other TP

road CP in Navarangpura

ward West Zone.

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

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

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

the time of submitting the tender.

3. Interested bidders shall download the tender documents from website

http://amc.nprocure.com and http://nprocure.com. 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.21 /09 /2023.

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) Mobile No.:-

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

Name of Work ;- Providing and fixing New CI Catch Pit jali instante of Old Catch pit and also

Other TP road CP in Navarangpura ward West Zone.

General Technical Specification Section

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

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

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.

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 200 Mt.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

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.

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

sludge, excavated rock, fly ash, aggregates of any kind Including spreading &

levelling etc. complete.

e) Lead From 4 Km to 5 Km.

f) Lead From 5 Km to 10 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.

Measurements for Payment

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

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.

Brick work using common burnt clay building bricks having crushing strength not less than

35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)

Bricks used in works shall confirm to the relevant Indian Standards. They shall

be sound, hard, homogenous in texture, well bunt in kiln without being vitrified, table

moulded, deep red, cherry or copper coloured, of regulator shape and size and shall

have sharp and square edges and parallel faces. The bricks shall be free from pores,

chips, flaws or humps or any kind. Bricks containing unground particles and / or which

absorb water more than 1/6th of their weight when soaked in water for twenty-four

hours shall be rejected. Over-burnt or under-burnt bricks shall be liable to rejection.

The bricks shall give a clear ringing sound when struck and shall have a minimum

crushing strength of 35 Kg/sq. cm. Unless otherwise noted in drawings. The classes

and quality requirements of bricks shall be as laid down in IS :

The size of the brick shall be 23.0 x 11.5 x 7.5 cm unless otherwise specified; but

tolerance upto (+/-) 3 mm in each direction shall be permitted. However, bricks

conforming in size to IS : 1077 could be used. Bricks shall be provided with frogs. Only

full size bricks shall be used for masonry work. Brick bats shall be used only with the

permission of the Engineer to make up required wall length or for bonding. Sample

bricks shall be submitted to the Engineer for approval and bricks supplied shall conform

to approved samples. If demanded by Engineer, brick sample shall be got tested as per

IS : 3495 by Contractor at no extra cost to Client. Bricks rejected by Engineer shall be

removed from the site of works within 24 hours.

Mortar for brick masonry shall be prepared as per IS : 2250 Mix for cement

mortar shall be specified in the respective items of work. Gauge boxes for sand shall

be of such dimensions that one completed bag of cement containing 50 kg of cement

forms one unit. The sand shall be free from clay, shale, loam, alkali and organic matter

shall be of sound, hard, clean and durable particles. Sand shall be approved by

Engineer, sand shall be thoroughly washed till it is free of any contamination.

For preparing cement mortar, the ingredients shall first be mixed thoroughly in

dry condition. Water shall then be added and mixing continued to give a uniform mix

of required consistency. Cement mortar shall preferably by machine mixed, though

hard mixing in a thorough manner may be allowed. The mortar so mixed shall be used

within 25 minutes of mixing. Mortar left unused in the specified period shall be

The Contractor shall arrange for test on mortar samples if so directed by the

Engineer. Re-tempering of mortar shall not be permitted.

13.2 Workmanship

All bricks shall be thoroughly soaked in clean water for at least one hour

immediately before being laid. The cement mortar for brick masonry work shall be as

specified in the respective item of work. Brick work 230 mm thick and over shall be

laid English Bond unless otherwise specified. 115 mm thick work shall be laid with

stretchers. For laying bricks a layer of mortar shall be spread over the full width of

suitable length of the lower course. Each brick shall be pressed into the mortar and

shoved into final position so as to embed the brick fully in mortar. Bricks shall be laid

with frogs uppermost.

All brickwork shall be plumb, square and true to dimensions sown. Vertical joints

in alternate courses shall come directly one over the other and be in line. Horizontal

courses shall be levelled. The thickness of brick course shall be kept uniform. For walls

of thickness greater than 230 mm both faces shall be kept in vertical planes. All

interconnected brickwork shall be carried out at nearly one level (so that there is

uniform distribution of pressure on the supporting structure) and so portion of the work

shall be left more than one course lower than the adjacent work. Where this is not

possible, the work shall be racked back according to bond (and not saw toothed) at an

angle not exceeding 45 degree. But in no case the level difference between adjoining

walls shall exceed 1.25 m. Workmanship shall conform to IS :

Bricks shall be so laid that all joints are well filled with mortar. The thickness of

joints shall not be less than 6 mm and not more than 10 mm. The face joints shall be

raked to a minimum depth of 10/15 mm by raking tools daily during the progress of

work when the mortar is still green, so as to provide a proper key for the plaster or

pointing to be done. When plastering or pointing is not required to be done, the joints

shall be uniform in thickness and be struck flush and finished at the time of laying. The

face of brick work shall be cleaned daily and all mortar droppings removed. The

surface of each course shall be thoroughly cleaned of all dirt before another course is

laid on top. If the mortar in the lower course has begun to set, the joints shall be

raked out to a depth of 12 mm before another course is laid.

All brick work shall be built tightly against columns, floor slabs or other structural

Where drawings indicate that structural steel columns are to be fireproofed with

brickwork, the brick shall be built closely against all flanges and webs with all spaces

between the steel and brickwork filled with mortar. Steel members partly embedded in

brickwork and not indicated to be fireproofed with concrete, shall be covered with nor

less than 12 mm thick mortar unless directed otherwise by Engineer.

Miscellaneous inserts in masonry e.g. sleeves, wall ties, anchors, conducts,

structural steel, steel inlets etc. shall be installed by the Contractor at no extra cost to

the Owner. Furnishing of any of these inserts by the Contractor, will be paid for

separately. Openings, arches etc. shall be provided as shown on the drawings.

Chases, pockets etc. shall be provided as shown on the drawings to receive windows,

louvers, doors frames etc. Wall ties and flashings shall be built into the brickwork in

accordance with the drawings and specifications. It shall be clearly understood that the

rates quoted by the Contractor include for fixing of inserts, leaving openings, cutting

chases in brickwork for various trades etc.

13.3 Facing Brickwork

Facing bricks of the type specified shall be laid in the positions indicated on the

drawings and all facing brickwork shall be well bonded to the backing bricks. No facing

brickwork shall at any time be more than 600 mm above the backing brickwork.

All facing brickwork shall be pointed as the work proceeds and internal faces of

the brickwork shall be pointed with neat flush joint to give a fair face.

Faced work shall be kept clean and free from damage, discoloration etc. at all

times. The Contractor shall fill carefully all holes with bricks similar to the surrounding

brickwork, point brickwork as required.

For facing brickwork, double scaffolding shall be used no holes in brickwork for

scaffolding shall be permitted.

The green work shall be protected from rain by suitable covering bricks shall be

kept constantly moist on all faces for a minimum period of ten days. Brickwork shall

not be raised more than one metre per day.

The rates quoted by the Contractor are exclusive or transoms and mullions.

Contractor shall provided the same as shown or indicated on the drawings. These shall

be generally provided only in half and full brick walls. Dimensions of the transoms and

mullions shall conform to the thickness of the wall. Concrete work for transoms and

mullions shall conform to the specifications for concrete and shall be of grade M200.

Where shown on the structural drawings, bricks for partitions walls shall be

stacked adjacent to the structural member to pre deflect the structural member before

the wall is built.

13.4 INSERTS, BOLTS ETC.

Inserts, bolts etc. shall be provided in masonry and concrete works as indicated

on the drawings. It is imperative that all inserts, bolts, fixtures and fittings shall be

provided in their position very accurately. If the Engineer directs that such inserts and

bolts be fixed by use of templates, the Contractor shall make arrangements for

providing such templates. If as a consequence of negligence on the part of the

Contractor, the inserts, bolts, fixtures, fittings etc. are out of alignment, the Contractor

shall make arrangement to have the inserts and bolts removed and refixed in their

proper position as directed by the Engineer, at no cost to the Owner.

13.5 CEMENT POINTING

The joints of masonry shall be raked atleast 12 mm deep. 3 or 4 days after the

courses are laid if not done earlier. The dust shall then be brushed out of the joints and

the wall, washing with water.

The mortar shall consist of one part of cement to one part of fine sand. Mortar

shall filled into joints and well pressed with special steel trowels. The joints hall not be

touched again after it has once begun to set.

The joints of the pointed work shall be neat. The lines shall be regular and

uniform in breadth and the joints shall be raised, flat, sunk of ‘V’ as may be directed.

No false joints shall be allowed.

The work shall be kept we for a after the pointing is complete. Whenever

coloured pointing has to be done, the colouring pigment of the colour requirement shall

be added to cement in such proportion as recommended by the manufactures and as

approved by the Engineer.

Mode of measurement shall be on Cmt basis.

Providing15mm thick cement plaster in single coat on Rough (Similar) side of single or half

brickwalls for interior plastering upto floor two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand)

All joints in masonry shall be raked to a depth of 12 mm with a hooked tool made

for the purpose when the mortar is still green and in any case within 48 hours of its

laying. The surface to be rendered shall be washed with fresh clean water free from all

dirt, loose plastering work is commended. Concrete surfaces to be rendered will

however be kept dry. The wall should not too wet but only damp at the time of

plastering. The damping shall be uniform to get uniform bond between the plaster and

the wall. Cement shall be OPC for the whole work above and below ground level.

The proportion if the mortar shall be as specified under the respective items of

work. Cement shall be mixed thoroughly in dry condition and then just enough water

added to obtain a workable consistency. The quality of water, sand and cement shall be

as per IS : Standards. The mortar thus mixed shall be used immediately and in no case

shall the mortar be allowed to stand for more than 25 minutes after mixing with water.

Cement be conformity to IS : 12330 OPC for the whole work above and below ground

Curing of plaster shall be started as soon as the applied plaster has hardened

enough so as not to be damaged. The decision, as to when the plaster has hardened,

will be given by the Engineer. Curing shall be done by continuous applying water in a

spray and shall carried out for atleast 7 days.

Whenever the specifications or the item of work calls for water proofing, the

Contractor shall provided the percentage of water proofing compound as specified in the

Where lath plaster is specified, it shall be paid for at the same rate as for

plasterwork without metal lath except that separate payment for metal lath will be

Ceiling plaster shall be done before wall plaster and wall plaster shall commence

at top and work downwards.

9.1 Interior plaster -

This plaster shall be laid in a two coats of 12 and 8 mm for 20 mm and single

coat for 15 mm & 10 mm thickness. The mortar shall be dashed on the prepared

surface with a trowel and finished smooth by trowelling on the surface with neeru (lime

cream). Neeru shall be properly slaked fat lime. The standard of finish expected is high

and shall conform to IS : 2394. Interior plaster shall be carried out on jambs, lintel and

sill faces, top and undersides etc. as shown in the drawing or as directed by the

Engineer. Rate quoted for plasterwork shall be deemed to include plastering of all those

surfaces. However, if the item of work includes plaster finish, no separate payment

would be made under ‘plastering work’.

9.2 Exterior Plaster –

Exterior plasterwork shall be carried out in 2 layers. The first layer being 12 mm

thick and the second layer being 8 mm thick. The first layer shall be dashed against

the prepared surface with a trowel to obtain as even surface. The second layer shall

then be applied and finished leaving as even and uniform surface, trowel finished unless

otherwise directed by the Engineer.

Exterior Sand Faced Plaster – The plaster shall be applied in 2 coats. The first

coat or the scratch coat should be approximately 12 mm and shall be continuously

carried be without break to the full length of wall or natural breaking points such as

doors, windows etc. The scratch coat shall be dashed on the prepared surface with

heavy pressure, brought to true and even surface and then lightly roughened by cross

scratch lines, to provide bond for the finishing coat. The mortar proportion for this

scratch coat shall be as specified in the respective item of work. The scratch coat shall

be cured for atleast 7 days and then allowed to dry.

The second coat shall be 8 mm thick and it shall not be applied until atleast

days have elapsed after the application of the scratch coat shall be evenly damped.

This coat shall be applied from top to bottom in one operation and without joints, finish

shall be straight, true and even. The mortar proportions of this coat shall be as

specified under the respective item of work. Only approved white sand shall be used

for the second coat and for finishing work. Sand for finish shall be used for the second

coat and for finishing work. Sand for finish shall be even coarse size and shall be

dashed on the surface and sponged.

Wherever 32 mm thick plaster has been specified, this is intended for purpose of

providing beading, bands etc. This work should be carried out in two or three layers

and as directed by the Engineer.

In the case of pebble face finished plaster, pebbles of approved size and quality

shall be dashed against the final surface to obtain as far as possible uniform pattern.

In all cases, workmanship shall conform to IS :

Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged

brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing MH sheet cover, removing the debris from MH and

carting the same as directed.

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

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

(C) up to 0.65 mt. (@ Seven Coarse)

(D) up to 0.905mt. (@ Four Coarse)

This is item pertaining to leveling MH cover. Existing manhole should be remove

property and carefully from its original level also exi. Asphalt should be removed and

stacked the excavated asphalt here by also removed top brick masonary layer as dire.

So as to get proper bonded between old masonary; and new masonary with a good

quality of brick one to there layer masonary in properly 1:5 incl. and plaster in C.M. 1:3

and fixing C.I. steps curing etc. comp. Also provided and fixing old manhole with seat

in c.c. prop 1:2:4. This MH should be properly leveled and with road level etc. comp.

Mode of measurement shall be on No. basis.

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. (Based on DrainageSOR 2009-10)

This is item pertaining to leveling I.C./C.P. cover. Existing Catchpit/Chamber

should be remove property and carefully from its original level also exi. Asphalt should

be removed and stacked the excavated asphalt here by also removed top brick

masonary layer as dire. So as to get proper bonded between old masonary; and new

masonary with a good quality of brick one to there layer masonary in properly 1:5 incl.

and plaster in C.M. 1:3 and fixing C.I. steps curing etc. comp. Also provided and fixing

old manhole with seat in c.c. prop 1:2:4. This IC/CP should be properly leveled and with

road level etc. comp.

Mode of measurement shall be on No. basis.

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (A) Foundations, footings, Base or columns

and Mass concrete

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base

or columns and Mass concrete

Mode of measurement shall be on cmt basis.

Structural steel work ( Confirming to IS 4923- 1997) riveted, bolted or welded in builtup for

all type sections, in framed work, including cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer all complete as per the structural designs and

directions of Engineer in charge.Column ( 122 x 61 x 3.6mm )

Structural steel work ( Confirming to IS 4923- 1997) riveted, bolted or welded in builtup

for all type sections, in framed work, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete as per the structural designs

and directions of Engineer in charge.Column ( 122 x 61 x 3.6mm )

Mode of measurement shall be on kg basis.

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver

The rate shall be for a unit of one Day.

Supplying, labour for excavation of all types of soil at any depth including excavation

of asphalt pavement of any thickness, demolition of brick work in CM of any

proportion including stacking of serviceable materials and disposal of unserviceable

material etc. comp. as directed.

a) Mazdoor at day /night (As per min.wages circular of GOG)

The rate shall be for a unit of one No.

Raising of Existing manhole. Item includes, cutting of existing road surround by

Manhole by dimond cutter machine, dismantling of road in confined area by breaker

machine and carting of dismantled material. Item also included necessary brick work

to raise the manhole at road level in CM 1:3. Item also included fixing of Manhole

frame at exact road level by using MasterEmaco S 488 trowelable fibre reinforced

thixotropic repair mortar material, Laying of concrete made from MasterEmaco S

flowable micro concrete material in desired thickness and laying of hot mix

bituminous material in upper layer and compaction of hot mix bituminous material by

Plate compactor machine. Rate also included necessary plaster at inside of manhole

in CM 1:3 in 20 mm thickness on raised brickwork.Mazdoor at day /night (As per

min.wages circular of GOG)

Raising of Existing manhole. Item includes, cutting of existing road surround by

Manhole by dimond cutter machine, dismantling of road in confined area by breaker

machine and carting of dismantled material. Item also included necessary brick work to

raise the manhole at road level in CM 1:3. Item also included fixing of Manhole frame at

exact road level by using MasterEmaco S 488 trowelable fibre reinforced thixotropic

repair mortar material, Laying of concrete made from MasterEmaco S 346 flowable

micro concrete material in desired thickness and laying of hot mix bituminous material in

upper layer and compaction of hot mix bituminous material by Plate compactor machine.

Rate also included necessary plaster at inside of manhole in CM 1:3 in 20 mm thickness

on raised brickwork.Mazdoor at day /night (As per min.wages circular of GOG)

Measurements for Payment

The rate shall be for a unit of one No.

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

Amdavad Municipal Corporation

ybœtJtœ BGþrlrmvj ftuvotuhuNl

vr©b Ítul - Esluh Ftðþ

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ytJu <tu rlgbtlwmth ftgoJtne fhJtbt ytJNu.

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

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.

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.

Clause : 5 Schedule Of Maintanance

Contractor Should have to manage following condition for maintanance work as per Engineer instruction

Sr.no. Mode Of Complaint Required machinory / Labour Remarks

Either Whatsup or Email Required as per site Condition or

3 Engineer Instruction

Complaint Received by higher

Authority / Councilor/ by Public

If Contractor Not Follow Schedule Of Maintanance

1. 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.

Communication done telephonically via SMS ,ViaWhatsapp and through letter /E-mail shall be

considered legal and binding for the same.

2. 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 30Lakhs), (3) Rs.5000 per day (for all

tenders amounting above 30Lakhs).

3. Three times failures by

contractor shall make contractor responsible to be blacklisted unless and otherwise justified properly

in writing/binding within 15days of last notice of penalty.

4. The Contractor shall adhere to the maintenance schedule outlined in the tender documents

and comply with the prevailing AMC circulars issued from time to time.

Contractor's Sign Addl.C.E.(westzone)