Providing, Supplying and fixing new MS Grill As Per Design Given and repairing, replacing M.S Structural parts of existing grill and other necessary work at Diff.ward of Dyce-2 of West Zone (ARC) (Re-Tender)

2. Tender Estimated Cost Rs.1,49,98,053.08 (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.1,49,980/-)

3. Earnest Money

(D.D./Pay Order / B.G.)

4 Tender Fee Rs Demand Draft of Rs.3600.00

6. Time-Limit 12 months(Excluding Monsoon)

7. Validity Period 120 Days

(i) Last Date of Online Submission

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

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

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

(iii) Description essential to be

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

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

(iv) Mode of quoting rates in

The Price bid shall be submitted online only.

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

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

Submission of EMD. Tender fee and other Documents during office

Place of Submission & Opening of

10. hours: On Dt.02-09-2026 &12:00 pm 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),

11. Penalty Due to Delay of work (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) 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 Communication done telephonically via SMS, Via Whatsapp and

work 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.

 If contractor work is not Started or not completed in

time or delay or left the ongoing work so As Per AMC

16 Debar condition

Debar Circular no.74 Dated 15.10.2025 Action taken against

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

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

A. Guarantees 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, 2026. 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 :-

2. A U Small Finance Bank

3. Bandhan Bank

4. Barclays Bank

5. City Union Bank

7. DBS Bank India Limited

9. Equitas Small Finance Bank

10. ESAF Small Finance Bank

11. Federal Bank

16. IDFC First Bank

17. Jammu and Kashmir Bank

18. Jana Small Finance Bank

19. Karnataka Bank

20. Karur Vysya Bank

21. Kotak Mahindra Bank

22. South Indian Bank

23. Standard Chartered Bank

24. Tamilnadu Mercantile Bank

25. Utkarsh Small Finance Bank

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

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Nutan nagrik Sahakari Bank Limited

3. Rajkot Nagarik Sahakari Bank Limited

4. Saraswat Co-operative Bank

5. SBPP Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. The Gujarat State Co-Operative Bank

9. The Mehsana Urban Co-operative Bank Limited

10. The Surat District Co-operative Bank

11. The Surat Peoples Co-operative Bank

12. The Kalupur Commerical Co-operative Bank Limited

13. The Panchmahal District Co-operative Bank

14. The Baroda District Co-operative Bank

15. Baroda Gujarat Gramin Bank

16. Saurashtra Gramin Bank

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Ahmedabad Municipal Corporation

WEST ZONE ENGINEERING DEPARTMENT

Name of Work: - Providing, Supplying and fixing new MS Grill As Per Design Given and repairing, replacing M.S

Structural parts of existing grill and other necessary work at Diff.ward of Dyce-2 of West Zone(ARC)

No Qty. Item Rs. Per Amount in Rs.

1 150 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 101.91 Cmt.

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

a 112 f) Lead From 5 Km to 10 Km.

b 75 g) Lead From 10 Km to 15 Km.

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 225 up to 0.20 mt thickness

c 188 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. 177.76 Smt

b 113 0.30 meter & above (By any type of Breaker Machine or

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

transportation etc complete. 311.08 Smt

4 22 Providing and Casting in situ controlled Cement Concrete

M-200 for R.C.C.Raft and cutt-off walls including necessary

shuttering laying, vibrating, ramming and curing complete. 4399.29 Cmt

5 150 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. 171.68 smt

6 75 Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level 75.46 Kg

7 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. -

i 75 Dismantling tiled or stone floors laid in mortar including

stacking of serviceable material and disposal of 47.25 Smt

uservicalble material with all lead and lifts. SOR 23-24 IT

ii 8 Demolition & disposal of unservisable material with all

lead and lift for unreinforeced concrete. SOR 23-24 IT CD

NO:20001B 603.23 Cmt

iii 8 Demolition of brick work & stone masonry including

stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift (1) In cement

mortar. SOR 23- 24 IT CD NO:20003B 544.95 Cu.m

iv 8 Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift. (I)

R.C.C work. SOR 23-24 IT CD NO:20002 1047.38 Cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

35kg./Sq.Cm.in foundation and plinth in Cement

8 Mortar1:6 (1-Cement :6 - fine sand) -

(A) Conventional (upto 10 ton)

Providing 15 mm thick cement plaster in single coat

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

interior plastering up to floor two level and finished

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

9 150 sand) 174.83 Sqm

Making Grill As per Design Shown in Atteched Drawing

including 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.

up to 0.20 meter thickness (By Manual) 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.0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including cost of

operator, fuel, & transportation etc. complete.

for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the

excavated stuff all lead and lift.(B) all kinds of soil

EARTH WORK (EXECUTED WITH MANUAL LABOUR)

Concrete (PCC) of grade - M15

Providing and laying in position Ready Mixed M- 150 grade

concrete for reinforced cement conctere work , using

cement content as per approved Design Mix manufactured

in fully automatic batching plant and transported to site of

work in transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete

work including pumping of R.M.C. from transit mixer to

site of laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures in

10 1350 recommended proportions as per IS: 9103 to accelerate/ 10,235.00 Rmt

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) Concrete (PCC) of

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)

Structural steel work - Fabrication works - with paint

Providing, fabricating, assembling, hoisting, erecting and

fixing in position structural steel work at all heights/ all

levels/ all shapes & sizes with all leads & lifts using any

type of MS section like rolled steel sections, hollow

sections, plates, chequered plates, bar, sheet, rod,

threaded bolt, railing etc. all confirming to latest relevant

IS codes for the metal elements i.e. window grill, transom

bar, bright bar in wooden door - window frame, railings,

gates, grills, bracings, foundation plate & bolt, support at

truss system, truss, purlin, rafter ,cleat, platforms,

brackets, fencing pole, signage pole, service elements, Jali,

clamp, logo etc. including straightening, cutting, bending,

embosing, bolting and welding, etching (if required) the

members all as per structural drawings and as per detailed

specifications (for materials & workmanship) including

profile cutting, smooth grinding, machining of edges/

faces, necessary welding (electric arc welding) for required

weld lengths and sizes, machine drilling of holes for

joining/ anchoring/bolting, necessary arrangements of

templates to keep the foundation bolts in position dry

sanding, degreasing (wet cleaning) & preparation of rust-

free surface manually or mechanically, metal putty to

make the surface even and smooth, necessary scaffolding/

staging, anchor fasteners,extra for bending elements for

fixing etc complete. Extra for providing hydraulic bending

to MS member (i.e. hollow sections, rolled steel sections,

any type of plates, sheet, bar etc) of any thickness any size

as per drawing, for any type of steel structures like railing,

bus shelter, signage structure, gantry structure etc.

including straightening, profile cutting, bending (precision

bending), etc all as per approved shop drawings and as

directed by Engineer in charge.

Extra for providing Hot dip galvanizing work

confirming to IS 4759/ 2629/ 2633 with zinc of 610 GSM

thickness on any type of MS section for any elements etc.

for all the places, all heights, all level as per the drawing

and as instructed by Engineer in charge. The rate shall

include preparing the surface by shot blasting/ acid

washing prior to hot deep galvanizing, labour, tools,

machinery etc complete (Sample to be approved). The

weight of steel sections before galvanization shall be

measured for payment. The cost of steel sections shall be

paid for separately under relevant item. complete as per

structural designs & directions of Engineer-in-charge.

Supply & fixing factory finished cold formed Light guage

steel frame sections confirming to SP:6 (5) 1980 at site or

work including riveted, bolted or welded in builtup for all

type of sections ,in framed work, cutting, hoisting, fixing in

position and applying primer coat of approved steel primer

etc. complete as per structural designs & directions of

11 3900 Engineer-in-charge. 113.31 Kg.

Providing and supplying of labour for necessary manual

excavation, cleaning, Shifting of Material Or any other, or

for any other work as directed by Engineer In charge. The

12 38 Rate includes Handcart with Mazdoor 551 No

Makadam/ supervision at day / Night

WELDER/ Gas cutter at Day /night

Supplying of welding machine / gas cutter including cost of

welding rods/gas, Transportation, including carting from

15 23 site to work place. 1500 No

Labour for removing, repairing refixing M.S.Railing/grill or

its part at any locations of of any size as per existing

design including cost of red oxide painting it using two coat

of enamel paint of approved color shade Cost includes cart

& deposit of the scrap materials at the AMC store. The

contractor has to execute the work on site bringing

16 894 portable welding, cutter machine etc.comp. 18 Kg

17 60 Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site byusing

Operator,fuel,power Supplyetc.Complete as Directed.(No

payment should be allowed for non working condition of

machinery and for pipe line excavation and 600 hrs

Hiring and Operating Generator of 7.50KV to 10.0 KV at Shift

site for welding Machine where power is not available (8

18 36 Rate including diesel for Generator & transporting at site 1650 hour)

19 8 Hiring of Tractor with trolley considering 8Hrs .As working

Day hours inclu.Driver with fuel,(iteam cod eno:-

H033SOR2023-24, Ahmedabad District road 1661.02 Day

Providing and Fixing weldmesh jali in 1.2 mt. X 0.60 mt.

frame with 2 nos of 1.2 mt length in horizontal and 2 nos

of 1.2mt long 25 mm X 25 mm X 3 mm MS angle and fixing

at 1.2 mt C/C and in with 0.30 mt x 0.30 mt in 1:2:4

20 36 concrete. Rate including two coats approved brand enamal 775 Rmt

paint as per instruction given by engineer in charge.

21 300 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 350.89 Rmt

22 75 Supplying and fixing of 450 mm H x 300 mm L x

Below..100 mm B Above Double Teper Kerb block for

footpath/Central Verge 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 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. 525 Rmt

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

Approved Design of Railing

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, Supplying and fixing new 1,49,98,053.08 1,49,980.00

MS Grill As Per Design Given and Month(Excluding

repairing, replacing M.S Structural Monsoon)

parts of existing grill and other

necessary work at Diff.ward of

Dyce-2 of West Zone (ARC)

2. T e n d e r (a complete set of bidding document) fee shall be Rs.3600/- 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.02-09-2026

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 (Excluding Monsoon) 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, Supplying and fixing new MS Grill As Per Design Given and repairing, replacing M.S

Structural parts of existing grill and other necessary work at Diff.ward of Dyce-2 of West Zone

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.

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.

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.

ProvidingandCastinginsitucontrolledCementConcreteM-200 for R.C.C.Raft and cutt-off

walls including necessary shuttering laying, vibrating, ramming and curing complete.

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

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

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

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.

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

serviceable material and disposal of unserviceable material with all lead and

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

unreinforced concrete.

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

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

d. 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

Brick work using common burnt clay building bricks having crushing

strength not less than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6

(1-Cement :6 - fine sand)

(A) Conventional (upto 10 ton)

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

Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of single

or half brick walls for interior plastering up to floor two level and finished even and

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

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

Making Grill As per Design Shown in Atteched Drawing including Extra rate over item

of excavation of earth for excavation of asphalt pavement / RCC of thickness up to

meter including demolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc.

comp. with stacking the material as directed.

up to 0.20 meter thickness (By Manual) 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.0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, & transportation etc. complete.Excavation for foundation

upto 1.5 m depth including sorting out and stacking of useful materials and disposing off

the excavated stuff all lead and lift.(B) all kinds of soil

EARTH WORK (EXECUTED WITH MANUAL LABOUR) Concrete (PCC) of grade -

Providing and laying in position Ready Mixed M- 150 grade concrete for reinforced

cement conctere work , using cement content as per approved Design Mix manufactured

in fully automatic batching plant and transported to site of work in transit mixer for a

lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended proportions as per IS:

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) Concrete (PCC) of grade - M20

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:

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) Structural steel work - Fabrication

works - with paint

Providing, fabricating, assembling, hoisting, erecting and fixing in position structural

steel work at all heights/ all levels/ all shapes & sizes with all leads & lifts using any type

of MS section like rolled steel sections, hollow sections, plates, chequered plates, bar,

sheet, rod, threaded bolt, railing etc. all confirming to latest relevant IS codes for the

metal elements i.e. window grill, transom bar, bright bar in wooden door - window frame,

railings, gates, grills, bracings, foundation plate & bolt, support at truss system, truss,

purlin, rafter ,cleat, platforms, brackets, fencing pole, signage pole, service elements, Jali,

clamp, logo etc. including straightening, cutting, bending, embosing, bolting and welding,

etching (if required) the members all as per structural drawings and as per detailed

specifications (for materials & workmanship) including profile cutting, smooth grinding,

machining of edges/ faces, necessary welding (electric arc welding) for required weld

lengths and sizes, machine drilling of holes for joining/ anchoring/bolting, necessary

arrangements of templates to keep the foundation bolts in position dry sanding,

degreasing (wet cleaning) & preparation of rust-free surface manually or mechanically,

metal putty to make the surface even and smooth, necessary scaffolding/ staging, anchor

fasteners,extra for bending elements for fixing etc complete. Extra for providing

hydraulic bending to MS member (i.e. hollow sections, rolled steel sections, any type of

plates, sheet, bar etc) of any thickness any size as per drawing, for any type of steel

structures like railing, bus shelter, signage structure, gantry structure etc. including

straightening, profile cutting, bending (precision bending), etc all as per approved shop

drawings and as directed by Engineer in charge. Extra for providing

Hot dip galvanizing work confirming to IS 4759/ 2629/ 2633 with zinc of 610 GSM

thickness on any type of MS section for any elements etc. for all the places, all heights, all

level as per the drawing and as instructed by Engineer in charge. The rate shall include

preparing the surface by shot blasting/ acid washing prior to hot deep galvanizing,

labour, tools, machinery etc complete (Sample to be approved). The weight of steel

sections before galvanization shall be measured for payment. The cost of steel sections

shall be paid for separately under relevant item. complete as per structural designs &

directions of Engineer-in-charge.

The rate shall be for a unit of RMT

Supply & fixing factory finished cold formed Light guage steel frame sections confirming to

SP:6 (5) 1980 at site or work including riveted, bolted or welded in builtup for all type of

sections ,in framed work, cutting, hoisting, fixing in position and applying primer coat of

approved steel primer etc. complete as per structural designs & directions of Engineer-in-

The rate shall be for a unit of one Kilogram.

Providing and supplying of labour for necessary manual excavation, cleaning, Shifting of

Material Or any other, or for any other work as directed by Engineer In charge. The Rate

includes Handcart with Mazdoor

The rate shall be for a unit of no.

Makadam/ supervision at day / Night

The rate shall be for a unit of Number.

WELDER/ Gas cutter at Day /night

The rate shall be for a unit of Number.

Supplying of welding machine / gas cutter including cost of welding rods/gas, ransportation,

including carting from site to work place.

The rate shall be for a unit of Number.

Labour for removing, repairing refixing M.S.Railing/grill or its part at any locations of of

any size as per existing design including cost of red oxide painting it using two coat of enamel

paint of approved color shade Cost includes cart & deposit of the scrap materials at the

AMC store. The contractor has to execute the work on site bringing portable welding, cutter

machine etc.comp.

The rate shall be for a unit of one Kilogram.

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site

byusing Operator,fuel,power Supplyetc.Complete as Directed.(No payment should be

allowed for non working condition of machinery and for pipe line excavation and

The rate shall be for a unit of one Hour.

Hiring and Operating Generator of 7.50KV to 10.0 KV at site for welding Machine where

power is not available Rate including diesel for Generator & transporting at site

The rate shall be for a unit of one Shift(8 hour).

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

fuel,(iteam cod eno:-H033SOR2023-24, Ahmedabad District road

The rate shall be for a unit of one Shift(8 hour).

Providing and Fixing weldmesh jali in 1.2 mt. X 0.60 mt. frame with 2 nos of 1.2 mt length in

horizontal and 2 nos of 1.2mt long 25 mm X 25 mm X 3 mm MS angle and fixing at 1.2 mt

C/C and in with 0.30 mt x 0.30 mt in 1:2:4 concrete. Rate including two coats approved

brand enamal paint as per instruction given by engineer in charge.

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

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

Supplying and fixing of 450 mm H x 300 mm L x 150 Below..100 mm B Above Double

Teper Kerb block for footpath/Central Verge 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 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.

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

Amdavad Municipal Corporation

ybœtJtœ BGþrlrmvj ftuvotuhuNl

vr©b Ítul - Esluh Ftðþ

1. Ft<t îtht «t&b LOI (juxh ytuV RLxebuNl) RMgw fhJtbtk ytJNu. LOI (juxh ytuV RLxebuNl)

bégt ctœ rœl-10 btk 5 % (vtka xft) juFu auf&e / rzbtLz z[tVTx / vu ytuzoh / luNljtEÍz cukf

duhkxe&e zevtuÍex Che fhthvºt fhJtltu hnuNu. <u ctœ Jfo ytuzoh RMgw fhJtbtkk ytJNu ylu

Jfoytuzohle <theF&e mbg bgtoœt NÁ &guj dKJtbt ytJNu <ub A<tk vK ftb NY fhJtbtk lrn

ytJu <tu rlgbtlwmth ftgoJtne fhJtbt ytJNu.

2. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

3. xuLzh Jujezexe 120 rœJm hnuNu.

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rlKog ytFhe hnuN.u

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ftuLx[t¾xh Jtk^tu jE NfNu lrn.

6. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftb NY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s c^u NY

fhÔþk vzNu. yuf ftb ÃþÁ &tg vAe cesw ftb NY fheyu yuÔþk atjNu lrn.

7. atÕþ ftbu ftuE vK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEllu

LþfNtl &Nu <tu <ule mkÃËKo sJtc>the (òlbtjle) ftuLx[t¾xhle vtu<tle hnuNu. mtEx vh ftb

>hBgtl bswh fu sl<tlt ftuE btKmlt òl btj fu LþfNtl &tg <ule sJtc>the ftuLx[t¾xhle

hnuNu. vtujem Vhegt> &tg <tu <ule sJtc>the vK ftuLx[t¾xhle hnuNu. CuFz ^me l vzu <ule

sJtc>the vK vtujem Vhegt>btk ftuLx[t¾xhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk

(suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt, mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu

Ftztbtk W<thNu <tu ftuLx[t¾xh s vtujem Vhegtœbtk sJtcœth hnuNu ylu BGþrl. ftuvtuohuNlltu ftuEvK

MxtV ytlt btxu sJtc>th hnuNu lrn.ytxÕþk mbSlu s xuLzh ChÔþk.

8. yt xuLzh su <u Jdolt btLg gtœelt ftuLx[t¾xhtu Che NfNu. dJbuoLxlt btLg ftuLx[t¾xhu y.BGþ.ftuvtuo.

btk btLg ftuLx[t¾xhle gtœebtk hSMx[uNl ðþhk< fhtJÔþk vzNu.

9. yt Wvhtk< y.BGþ.ftuvtuo.lt slhj ftuLx[t¾x fLzeNl vK btLg htFJtle hnuNu. Vtubo ce-1le Nh<tu

ck^lf<to hnuNu. ftb htuz ylu rcÕz´d Ftðþk - øþsht< htßglt MvuNeVefuNl «btKu fhJtLþk hnuNu

<&t MxtVle Mþalt vK mtEx Wvh atÕþ ftbu ægtlbtk juJtle hnuNu. ce-1 Vtubo <&t MvuNeVefuNl

øþsht< çþf Mxtuh, mu¾xh-21, dtk^eldh Ft<u&e ftuLx[t¾xhu ò<u bu¤Je juJtltu hnuNu. <u Jtkaelu vAe

10. ftuLx[t¾xhlu vubuLx BGþrl. ftuvtuo. Ltt rl<erlgb Bþsc fhJtbtk ytJNu.

11. ftuEvK ftgœtfeg jexeduNl yb>tJtœ Nnuhle ftuxobtk hnuNu.

12. bxehegj fu ceò xuMx´d hevtuxo ftuLx[t¾xhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu.

yt ykdultu mkÃËKo Fao <&t BGþrl. MxtVlu juctuhuxhe Mþ^e <&t buLGþVu¾ah´d søgt Mþ^e jtJJt jE

sJtltu Fao vK ftuLx[tfhu CtudJJtltu hnuNu.

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hnuNu. juch yu¾x «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[t¾xh mkÃËKovKu sJtc>th hnuNu.

14. btj su <u Mxtumo Wvh y&Jt mtEx Wvh Mþalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

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16. atEÕz juch yuBvjtug fhe NftNu lrn.

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18. ftuLx[t¾xhu atÕþ ftbu mtEx Wvh zeSxj fubuht&e ftb atÕþ &gt vnujtk, åttÕþ ftbu <&t ftb ÃËKo

&gtlt Vtuxtud{tV BGþrl. yturVmbtk ytvJtlt hnuNu.

19. ftuEvK fthKmh xuLzh hœ fhJtbtk ytJu <tu ftuLx[t¾xh <u ykdu ftuEvK «fthltu n¬tu fu J¤<hle

btkdKe fhe NfNu lrn. yt Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

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jtJJtlt hnuNu. ßgtk ftuE atuFJx l &E ntug ðgtk ytE.yum. ftuz «btKu bxehegÕm jtJJtLþk <&t

xuMx´d fhtJJtLþk hnuNu.

21. htßg / fuL÷ mhfth©elt JF<tu JF<lt ftgœt Bþsc su ftuE hfble fvt< fhJtlt nwfb

mhfth©eyu fhuj ntuE <u Bþsc ftuLx[tfxlt cejbtk&e fvt< fhJtbtk ytJNu.

22. juch JuÕVuh Vkz btxu ntjbtk htßg mhfth©eyu fhujt nwfb Bþscle hfb cejbtk&e ftve juJtbtk

Wvhtu¾< Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkae Au ylu blu fçËj bksqh Au.

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