Construction of a new RCC wall at various locations under Kankaria Lake Front and Kankaria Zoo in Maninagar Ward along with ancillary works as required ARC

2 Excavation for foundation including sorting out stacking of

useful material & disposing of excavated stuff upto 50 mt. lead.

Loose & Soft soil.Excexuted With Mechanical Effort

a 550 up to 1.5 mt. depth item no-0(Code -04B001A) 201.81 Cu.M.

b 250 1.5 to 3.0 mt. depth. item no-0(Code -04B002A) 222.72 Cu.M.

3 100.00 Provdg. & laying cement concrete 1:4:8 (1 cement : 4 coarse 2653.67 Cu.M.

sand : 8 hand broken stone aggregates 40 mm nominal

size) and curing complete excluding cost of form work in

foundation& plinth.(Item No-5.3.3 ) (Code-05004A)

4 200 Filling available excavated earth (excluding rock) in 128.1 Cu.M.

trenches, plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidation each

deposited layer by ramming and watering.

5 1500 Conveyance charges of earth lime, murrum, building 235.5 CMT

rubbish, manure, garbage, sludge, excavated rock, fly ash,

aggregate of any kind etc. comp. ( Code-1229)

6 Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg/Sq. cm. in

cement mortar 1:6 (1 cement : 6 fine sand)

conventional brick

a 30.00 (a) in foundation & Plinth (Item No- 6.13) ( Code-06002BA) 3981.21 Cu.M.

b 30.00 Super structure Upto Floor Two Level (Item No- 6.19) ( Code- 4253.46 Cu.M.

7 I.Half brick masonry in common burnt clay building bricks

having crushing strength note less than 35 Kg/Sq. Cm. in

cement mortar 1:4 (1 cement : 4 coarse sand) using

conventional brick in Super structure upto floor Four level

a 30.00 All Floor Level 646.7 Sq.M.

8 Providing and laying controlled cement concrete of M-

25 Grade and curing complete, Excluding the cost of form

work, Scaffolding, cost of reinforcement for reinforced

concrete work For any Height up to any FloorLevel.

a 200.00 Foundations,Raft,Footings,Mass concrete (Item No- 5.8.3) ( 4238.04 Cu.M.

b 300.00 RCC Retaining wall at All Floor (Item No- 5.8.3) ( Code- 4519.88 Cu.M.

c 10.00 Tie-Beam, Lintel , Beam- Bracket, Stair Case & Landing, 4496.07 Cu.M.

Coping ,Slab, balcony, weather shed, loft , any cantilever

etc All Floor (Item No- 5.8.3) ( Code-05025CA)

d 10.00 Columns,Pillars, posts and struts at All Floor 4593.91 Cu.M.

(Item No- 5.8.3) ( Code-05025DA)

9 Providing form work in ordinary timber planking so as to

give a rough finish including centering, shuttering,

strutting and propping etc. height of propping and

centering below supporting floor to celling not exceeding 4 M

& removal of the same for in situ reinforced or plain concrete

a 130.00 (A) Foundation, footings, bases of columns etc. and 171.68 Smt

mass concrete. (Item No- 9.1) ( Code-09001AA)

b 15.00 (B) Flat surface such as soffits of slabs, landing and the like 252.00 Smt

(Item No- 9.1) ( Code-09001B1A)

c 1400.00 (C) Vertical surfaces such as walls (any thickness) partitions. 229.95 Smt

(Item No- 9.1) ( Code-09001CA)

10 Providing T.M.T Fe 500D bar reinforcement for

R.C.C. work including bending, binding and placing in

position complete up to any floor level..(Item No- 5.4.11) (

a 34650.0 All Floor Level 75.46 Kg.

11 1250.00 Providing 20 mm th. sand faced/Mala cement plaster on 297.68 Sq.M.

walls upto height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and

8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc.

complete. (Item No- 17.95) ( Code17009)

12 550.00 Providing & Fixing M.S.grill, gate,stair / balcony railing , 100.17 Kg.

elevation element of Decorative pattern with M.S. Channel

,flat,medium grade m.s. pipe, square or round bars with round

heanded bolts, nuts, or by screw. etc. comp. (Item No- 10.1)

13 100.00 Applying priming coat over new steel and other metel surface 34.34 Sqmt

after and including preparing the surface by throughly

cleaning, oil, grease, dirt and other foreign matter and scoured

with brushes fine steel

wood, scrapers and sand paper with ready mixed priming paint

brushing red lead.(Item No- 19.2) ( Code19001)

14 100.00 Painting two coats (excluding priming coat) on new steel 86.94 Sqmt

and other metal surface with enamel paint, brushing, interior

to give an even shade including cleaning the surface an even

shade including cleaning the surface of all dirt, dust and

other foreign matter.(Item No- 19.7) ( Code19002)

15 81.43 Provdg. And fixing to wall ,ceiling and floor10.00 kg. 332.91 Rmt

F/Sq.Cm2 working pressure polythelene pipes of the

following outside diameter, low, density, complete with

special flange compression type fittings, wall clips etc.

making good wall ceiling and floor. For Weep Holes (Item

16 30.00 Providing & Supplying JCB Machine on rental basis in case of 600.00 Hour

emergency situation and break down type work & also during

unavoidable condition as per instruction of engg. in charge,

rate includes all nece. shifting, fuel and operating charges and

stacking of useful & non-useful materials separately up to

store. (No payment should be allowed for non working

condition of machinery and for pipe line excavation and laying

17 30.00 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt 600.00 HR.

Demolishing Work on site by using Operator, fuel, power

Supply etc. Complete as Directed. (No payment should be

allowed for non working condition of machinery and for pipe

line excavation and M.H. work. Allowed only for break down

18 150.00 Barricading the entire excavated area on rental basis using 79.99 Rmt

wooden ballies / M.S. angles at max. 2.00 meter centre to

centre, C.G.I. Sheet, reflective paint / Board outside to avoid

accident & for smooth traffic diversion & movement including

cautionary board etc. Item also includes for making temporary

sufficient nos of lighting arrangement throughout the work

with necessary required arrangement. The same shall be

removed after completion of work. (As per previous ARC

19 200.00 Creating Weep Holes by Providing &Laying 110 mm Dia. PVC 140.00 No.

Pipe 6 kg/cm2 Up to 600 mm long in Stone / Brick Wall

including all Necessary Work as per dir. Of eng. In charge.

20 250.00 Filling in foundation and plinth with murrum or selected soil in 286.20 Cmt

layers of 20cm.

thickness including watering,(Item No- 0) ( Code 04008A)

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Additional City Engineer

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South Zone Office", Opp. Fire Station, Rambaug, Maninagar, Ahmedabad - 380

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors for the

work mentioned below.

Construction of a new R.C.C. wall at various locations under

1 Name of work Kankaria Lake Front and Kankaria Zoo in Maninagar Ward,

along with ancillary works as required (ARC).

2 Time Limit 12Months

3 Tender Validity Period 120 days from the date of submission of the tender

Register “D” class in PWD in Govt. R&B/CPWD/AMC or

4 Eligibility Criteria

equivalent registration with any other state Govt. Or institutions.

Estimated Cost put to

Earnest Money Deposit Rs.72,000/- Demand Draft Or Bank Guarantee in favor of Municipal

Commissioner, Ahmedabad to be submitted as prescribed in tender.

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

7 Security Deposit Draft in favor of Municipal Commissioner, Ahmedabad to be

submitted as prescribed in tender.

Tender fees Rs.2400/-Demand Draft in favor of Municipal Commissioner,

(Non refundable) Ahmedabad)

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

Submission of EMD and

Tender as described in the invitation of tender and submitted to

Assistant Manager(South zone), South zone office, Rambaug,

Maninagar Ahmedabad.

Tenders issue date Tenders from the amc.nprocure.com website shall be downloaded

from AS PER TENDER NOTICE INVITED

As per Notice inviting Tender / Addendum / Corrigendum.The

Last date of receiving

11 tenders received after latest schedule date and time will not be

entertained under any circumstances.

As per Notice inviting Tender / Addendum / Corrigendum to

Date of Opening

12 Assistant Manager / Dy.C.E.(S/Z) office, 2nd Floor, South Zone

Office, Opp. Fire Station, Maninagar, Ahmedabad-380008

Document shall be submitted in sealed envelope systems By

Mode of sending the RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate (

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

14 Terms, Condition, & All general condition of contract mentioned in tender shall be

Specification applicable.

The contractor shall be responsible to make good and remedy at this

own expenses any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

15 Defect &Liability Period completion, The within 15 days of receipts of the notice. In the case

of failure on the part of the contractor, the Engineer in charge may

rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer in charge shall be entitled to appropriate

the whole or any part of the amount of security deposit towards they

expenses, If any, incurred by him in rectification, removal or re-

execution. The defect liability period shall be as under (a) for all

works costing up to Rs. 50,000 (amount put to tender), the period

shall be three months from the certified date of completion. (b) for

all works costing more than Rs. 50,000 and up to Rs. 1 crore

(Amount put to tender) ,the period shall be six (6) month from the

certified date of completion or one monsoon , which ever letter.(c)

the major project costing more than Rs. 1 crore , the period shall be

12 months from the certified date of completion which should

include one monsoon.(d) For building works , the period specified in

(a) ,(b) & (c) above or elapse of monsoon period following certified

date of completion, whichever is letter . For the purpose of deciding

the monsoon period, the 30 September may be treated as the last

0.1% per day delay of remaining work after the completion date but

16 Compensation for Delay

not more than 10% of cost of remaining works.

Water, Electricity Contractor shall have to make his own arrangements for water and

electricity for the purpose of work at site at his own expense

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

Specification shall be applicable.

Deduction of Retention Retention @ 2% of the value of work done will be deducted from

19 Money from each RA each RA bill. It will be released along with release of payment of

Bill Final Bill.

Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part

20 Addendum/Corrigendum

Of Tender And The Same As to be Attached Along With The

Tender Document.

As per Account department circular no.37, date-09/08/2018 &

21 For ESIC & EPFO Act.

Circular no.27, date-07/01/2026

As per AMC Finance Department Circular No. 38 dated 21-11-2022.

22 GST The Rates are Exclusive of GST. Prevailing GST will be paid

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to

reject any or all the tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Add. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

ENGINEER DEPARTMENT

TECHNICAL SPECIFICATION

Name of Work : Construction of a new R.C.C. wall at various locations under Kankaria

Lake Front and Kankaria Zoo in Maninagar Ward, along with ancillary

works as required (ARC).

Demolition incl. stacking of serviceable materials & disposal of unserviceable materials with all lead and lift.

(B) Brick work in cement

(D) Tiles or Stone flooring

(E) Sheet roofing (G.I or A.C)

(F) Doors ,Windows

ventilators (wood/steel)

1.0 Mode of measurements &payment :

1.1 The unserviceable materials shall be disposed of at all leads and lifts. The rate excludes scraping straightening of

reinforcement but includes cutting of reinforcement.

1.2 The rate shall be for a unit of one cubic metre

(b) Brick work in cement mortar

1.0 Workmanship :

1.1 The demolition shall consist of demolition of one or more parts of the building 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 drawings.

1.2 The demolition shall always be planned before hand and shall be done in reverse order of the one in which the

structure was constructed. This scheme shall be got approved from the Engineer-in-charge before starting the

work. This however will not absolve the contractor from the responsibility of proper and safe demolition.

1.3 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.

1.4 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.

1.5 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.

1.6 All materials obtained from demolition shall be the property of Government unless otherwise specified and

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

1.7 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.

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

1.9 The relevant specifications of shall be Above followed except that demolition of R.C.C. work is to be done.

2.0 Mode of measurements & payment :

2.1 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

2.2 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 0.01 mt. (b) Area shall be

worked out to the nearest 0.01 sq. mt. (c) Cubical connection shall be worked out to the nearest 0.01 Cu.m.

2.3 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.

2.4 The relevant specification of above shall be followed except that the demolition of reinforced concrete

structure. The unserviceable materials shall be disposed of at all leads and lifts. The rate excludes scraping

straightening of reinforcement but includes cutting of reinforcement.

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

(d) tiles or stone flooring

(e) Sheet roofing (G.I OR A.C)

1.00 Mode of measurement &Payment :

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

1.02 The rate shall be for a unit of one sq. meatier

(f) Doors ,Windows ventilators (wood/steel)

1.00 Mode of measurement &Payment :

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

1.02 The rate shall be for a unit of one No.

Excavation for foundation in any types of soil including sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead and required left

(a) 0 to 1.5 mtr depth

(b)1.5 to 3.0 mt. depth.

(c)3.0 to 5.0 mt. depth

Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such ordinary

excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this category.

Clearing the site :

The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials and

rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so obtained shall be

property of the Government and be conveyed and stacked as directed. within 100 M. lead. The roots of the

trees coming in the sides shall be cut and coated with a hot asphalt.

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

Setting Out :After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall assume

full responsibility for alignment, elevation and dimension of each and all parts of the work. Contractor shall

supply laborers, materials, etc. required for setting out the reference marks and bench marks and shall

maintain them as long as required and directed.

Excavation :The excavation in foundation shall be carried out in true line and level and shall have the width and depth

as shown in the drawings or as directed. The contractor shall do the necessary shoring and shutting or

providing necessary slopes to a safe angle, at his own-cost. The payment for such precautionary measures shall

be paid separately if not specified. The bottom of the excavated area shall be 1 evened both longitudinally and

transversely. as directed by removing and watering as required. No earth filling will be allowed for bringing it

to level, if mistake or any other reason excavation is made. deeper or wider that shown on the plan or directed.

The extra depth or width shall be made up with concrete of same proportion as specified for the foundation

concrete at the cost of the contractor. The excavation up to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the ground in

layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the site of work to a place as

directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according to the sections of trenches

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

surplus excavation made in excess of above requirements or due to slopping and sloping back as found

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

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

Provdg. & laying cement concrete 1:4:8 (1 cement : 4 Coarse Sand : 8 Hand broken stone aggregates 40mm nominal

size) and curing complete, excluding cost of form work in Foundation and plinth

Providing and laying Cement Concrete (1:4:8) in foundation and plinth consisting of 1 part cement, 4 parts

coarse sand and 8 parts hand broken stone aggregates of 40 mm nominal size, including batching, mixing,

laying, ramming, compacting, finishing and curing complete, with all materials, labour, tools & plants, leads and

lifts complete as directed by the Engineer-in-Charge. Excluding cost of formwork/shuttering.

The measurement shall be given in one cum basis

Filling Available Excavated Earth (Excluding Rock) In Trenches,Plinth,Sides Of Foundations Etc.In

Layers Not Exceeding 20 Cm.In Depth Consolidation Each Deposited Layer By Ramming And

The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water

thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids

remain there. In general the work shall be carried out in the best manner so that no hollow voids

remain after work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

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

excavated rock, fly ash, aggregate of any kind etc. comp. ( Code-1229)

All the surplus earth and debries remaining on site after sufficient watering shall be carried away

immediately from site of work to the place within 5 km distance as directed by the Eng. In Charge, so as

not to cause any inconvenience to the public or traffic.

If the instruction of the Eng. In Charge of work are not followed within 7 days from the site, the

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

claim / dispute will not be entertained in the respect.

If the filling in the trenches after subsidence of the earth filled in is to be done the same shall be

carried out at contractor’s risk and cost. No extra payment shall be made for the such work.

The contractor shall take care of the surplus earth after the trenches are well watered and

refilled with earth.

If required the carting shall be carried out during night also without any extra cost.

All work shall be carried out as directed by Engineer-in-Charge.

Mode of measurement

Payment shall be as per cubic meter. Rate including cost of all materials, labour, machinery, and

equipment as directed.

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

35 kg/Sq. cm. in cement mortar 1:6 (1 cement : 6 fine sand) conventional brick (A) in

foundation & Plinth (Item No- 6.13) ( Code-06002BA) (B)Super structure Upto Floor Two Level (Item

Providing and constructing brick masonry with approved quality common burnt clay

bricks conforming to relevant IS specifications and having minimum crushing strength of 35 kg/sq.cm.

Bricks shall be well burnt, uniform in size, shape and colour, free from cracks, flaws and other defects.

Bricks shall be soaked in clean water for at least one hour before laying.

Mortar shall consist of cement and fine sand in the proportion of 1:6 and shall be mixed

in approved manner. Bricks shall be laid in English bond or approved bond with frogs facing upward, on

full beds of mortar. All horizontal and vertical joints shall be properly filled with mortar and joint

thickness shall not exceed 10 mm.

The brick masonry shall be carried out true to line, level and plumb, maintaining proper

alignment and bond. Necessary cutting of bricks shall be done neatly without excessive breaking.

Brickwork shall be raised uniformly and no portion shall be raised more than 1.0 metre above the

adjacent work at one time.

The work shall include providing proper scaffolding, raking out joints where required,

making openings, embedding fixtures, cutting chases, and all incidental works necessary for completion

of masonry work. The masonry shall be cured continuously with water for a minimum period of 10 days.

The item includes supply of all materials, labour, tools and plants, transportation, loading,

unloading, royalty, taxes, leads and lifts, water charges, curing and all incidental charges complete as

directed by the Engineer-in-Charge.

The measurement shall be given in one cum. basis

Half Brick Masonry In Common Burnt Clay Building Bricks Having Crushing Strength Note Less Than

35 Kg/Sq. Cm. In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Using conventional brick in super

structure upto floor four level.(a) all floor level

The masonry shall be laid in cement mortar 1:4 (1 cement : 4 coarse sand) using approved quality

cement and clean coarse sand. Mortar shall be prepared in approved proportions and used within the

prescribed time. Bricks shall be laid true to line, level and plumb with proper alignment and uniform

courses. All horizontal and vertical joints shall be completely filled with mortar and joint thickness shall

not exceed 10 mm.

Half brick masonry shall be reinforced with approved galvanized hoop iron, brick reinforcement or

mm dia bars at every third course wherever specified or directed by the Engineer-in-Charge. The work

shall be carried out in superstructure up to fourth floor level including all lifts. Necessary scaffolding,

staging and safety arrangements shall be provided by the contractor.

The work shall include cutting and fitting of bricks around openings, junctions, embedded fixtures,

conduits, pipes and other services. Joints shall be properly finished and masonry shall be cured

continuously with water for a minimum period of 10 days.

The item includes supply of all materials, labour, tools and plants, loading, unloading, transportation,

scaffolding, curing, leads and lifts, taxes, royalties and all incidental works complete as directed by the

Engineer-in-Charge and as per relevant specifications.

The measurement shall be given in one sqm basis

Providing and laying controlled cement concrete of M-25 Grade and curing complete,

Excluding the cost of form work, Scaffolding, cost of reinforcement for reinforced concrete

work For any Height up to any FloorLevel. (a)Foundations,Raft,Footings,Mass concrete(b) RCC

Retaining wall at All Floor(c) Tie-Beam, Lintel , Beam- Bracket, Stair Case & Landing, Coping ,Slab,

balcony, weather shed, loft , any cantilever etc All Floor(d) Columns,Pillars, posts and struts at

The work shall consist of providing and laying Design Mix M-25 Grade RCC in the

specified structural members as per approved drawings, specifications and directions of the Engineer-

in-Charge.Cement shall conform to relevant IS specifications. Fine aggregate shall be clean coarse sand

and coarse aggregate shall be hard broken stone of approved quality conforming to IS:383.

Concrete shall be produced from approved design mix and shall achieve a characteristic

compressive strength of 25 N/mm² at 28 days.Batching shall be carried out by weight and mixing shall

be done in approved mechanical mixer/batching plant to ensure uniformity and consistency of

Concrete shall be transported, placed and compacted without segregation. Mechanical

vibrators shall be used for proper compaction and to obtain dense concrete free from

honeycombing.Concrete shall be laid to the required lines, levels, slopes and dimensions as shown in

the drawings.Necessary construction joints shall be provided only at approved locations and treated as

per specifications.

All exposed surfaces shall be finished smooth, true and even. Defective concrete shall be

repaired or replaced as directed by the Engineer-in-Charge.Curing shall be carried out continuously with

water for a minimum period specified in relevant IS Codes to achieve the required strength and

durability.Cube tests, slump tests and other quality control tests shall be conducted as directed by the

Engineer-in-Charge. Concrete not conforming to specifications shall be rejected.The item includes cost

of all materials, labour, machinery, mixing, conveying, placing, vibrating, finishing, curing, testing, water

charges, tools and plants and all incidental works necessary for completion.

The rate excludes:

Reinforcement steel and its fabrication.

Centering, shuttering and formwork.

Any item measured and paid separately.

The rate shall be for a unit of one cum.

As per Item and instructed by engineer incharge

Providing form work in ordinary timber planking so as to give a rough finish including

centering, shuttering, strutting and propping etc. height of propping and centering below

supporting floor to celling not exceeding 4 M & removal of the same for in situ reinforced or plain

concrete work in

(A) Foundation, footings, bases of columns etc. and mass concrete. (Item No- 9.1)

( Code-09001AA)(B) Flat surface such as soffits of slabs, landing and the like (Item No- 9.1) ( Code-

09001B1A)(C) Vertical surfaces such as walls (any thickness) partitions.(Item No- 9.1) ( Code-

The work shall comprise providing, erecting, maintaining and dismantling formwork made of ordinary

timber planking to obtain the required shape, line, level and dimensions of concrete members. The rate

shall include all labour, materials, tools and plants required for centering, shuttering, strutting,

propping, bracing, tightening, alignment, cleaning, oiling of shutter surfaces and removal of formwork

after concrete has attained sufficient strength.

Ordinary timber planks, battens, runners and supports.Props, wedges, clamps, ties, nails, bolts and all

necessary accessories.Approved shutter oil or releasing agent.

Formwork shall be rigid, true to line, level and dimensions shown in drawings.Joints shall be sufficiently

tight to prevent leakage of cement slurry.Adequate supports and bracing shall be provided to withstand

dead load, live load and vibration during concreting.Formwork surfaces in contact with concrete shall be

cleaned and coated with approved releasing agent before placing concrete.Formwork shall be removed

carefully without damaging the concrete surface.

As per Item and instructed by engineer incharge

The measurement shall be given in one smt basis

Providing T.M.T Fe 500D bar reinforcement for R.C.C. work including bending, binding

and placing in position complete up to any floor level..(Item No- 5.4.11) ( Code-05014C)(a)All Floor

The work shall include:

Supplying Fe 500D T.M.T. steel bars of approved make and specified diameters conforming to relevant IS

specifications.Straightening, cutting, bending and shaping reinforcement bars as per approved structural

drawings, bar bending schedule (BBS) and Engineer-in-Charge's instructions.

Placing reinforcement in correct position with proper alignment, spacing, laps, hooks, bends,

cranks and anchorage lengths.Binding reinforcement bars securely with 16 to 18 gauge annealed binding

wire at all intersections.Providing and fixing necessary cover blocks/chairs/spacers to maintain the

specified concrete cover.

Reinforcement shall be properly supported and secured to prevent displacement during

concreting.Removal of rust, oil, grease, loose mill scale and other foreign materials from reinforcement

before placing concrete.All laps, development lengths and bending dimensions shall be as per structural

drawings and relevant IS codes.

Measurement shall be based on the actual weight of reinforcement fixed in position, including

authorized laps, hooks, bends and chairs as per approved drawings.The rate shall include cost of

materials, labour, cutting, bending, binding, placing in position, handling, transportation, wastage, tools

and tackles, scaffolding and all incidental charges complete.

As per Item and instructed by engineer incharge

The measurement shall be given in one kg basis

Providing 20 mm th. sand faced/Mala cement plaster on walls upto height 10 metres above ground

level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat

of C.M. 1:1 (1-cement : 1-sand) etc. complete. (Item No- 17.95) ( Code17009)

Plaster thickness shall be maintained uniformly at 20 mm.

Mortar shall be machine mixed or hand mixed in approved proportion.

Finished surface shall be free from cracks, waviness, blistering and other defects.

Surface shall have a uniform sand faced appearance throughout. As per Item and instructed by engineer

The measurement shall be given in one Sqm basis

Providing & Fixing M.S.grill, gate,stair / balcony railing , elevation element of Decorative

pattern with M.S. Channel ,flat,medium grade m.s. pipe, square or round bars with round heanded

bolts, nuts, or by screw. etc. comp. (Item No- 10.1) ( Code10025AA)

Providing and fixing M.S. grill, gate, stair railing, balcony railing and decorative elevation

elements made from M.S. channel, flat, medium grade M.S. pipe, square bars, round bars and other

required sections as per approved design and drawings. The work shall include cutting, bending, welding,

drilling, grinding, fabrication, fixing in position with round headed bolts, nuts, screws or welding,

including all fittings, holdfasts, supports, labour, tools and plants, transportation, one coat of approved

metal primer and all incidental charges complete as directed by the Engineer-in-Charge.

As per Item and instructed by engineer incharge

The measurement shall be given in one kg basis

Applying priming coat over new steel and other metel surface after and including preparing the

surface by throughly cleaning, oil, grease, dirt and other foreign matter and scoured with

brushes fine steel

wood, scrapers and sand paper with ready mixed priming paint brushing red lead. (Item No-

The work shall consist of applying one coat of approved ready mixed red lead priming paint on new

steel and other metal surfaces after thoroughly cleaning and preparing the surface by removing

rust, oil, grease, dirt and all foreign matter with wire brushes, steel wool, scrapers and sand

paper. The primer shall be evenly applied by brush to obtain a uniform coating over the entire

surface, including all materials, labour, tools and plants, scaffolding and all incidental charges

As per Item and instructed by engineer incharge

The measurement shall be given in one sqm basis

Painting two coats (excluding priming coat) on new steel and other metal surface with

enamel paint, brushing, interior to give an even shade including cleaning the surface an even

shade including cleaning the surface of all dirt, dust and other foreign matter.(Item No-

Applying two coats of approved quality synthetic enamel paint over previously primed new steel

and other metal surfaces to obtain a smooth, durable, uniform and aesthetically pleasing finish.

The surface shall be thoroughly cleaned and prepared by removing all dust, dirt, loose particles

and other foreign matter before application of paint.

The work shall include cleaning of the surface, rubbing down irregularities, filling

minor surface defects if required, stirring and preparing paint, and applying two uniform coats of

enamel paint by brush to achieve an even shade and smooth finish. Each coat shall be allowed to

dry properly before applying the subsequent coat.

The paint shall be applied evenly without brush marks, sags, runs, wrinkles or

other defects. All corners, edges, joints, welds and inaccessible portions shall receive complete

and uniform coverage. The finished surface shall be of approved colour and from streaks, patches

'e and shall be free visible defects.

The rate shall be for a unit of one sq. metre.

As per Item and instructed by engineer incharge

Provdg. And fixing to wall ,ceiling and floor10.00 kg. F/Sq.Cm2 working pressure

polythelene pipes of the following outside diameter, low, density, complete with special

flange compression type fittings, wall clips etc. making good wall ceiling and floor. For

Weep Holes (Item No- 23.8) ( Code 23004G)

Providing and fixing approved quality 10.00 kg/sq.cm working pressure Low Density Polyethylene

(LDPE) pipe of specified outside diameter for weep holes, fixed to wall, ceiling and floor as

directed by the Engineer-in-Charge, including supplying and fixing all necessary special

flange/compression type fittings, couplers, bends, tees, sockets, clamps, wall clips, supports and

accessories, complete. The work shall include drilling/chasing in masonry or concrete, fixing the

pipe in proper line and level, making openings wherever required, and making good all damaged

portions of wall, ceiling, floor, plaster and finishes after installation. The item shall also include

testing for proper flow, removal of debris, cleaning of site and all labour, materials, tools and

plants, transportation, loading, unloading and incidental charges complete, ensuring proper

drainage through weep holes as per specifications.

The rate shall be for a unit of one Rmt.

As per Item and instructed by engineer incharge

Providing & Supplying JCB Machine on rental basis in case of emergency situation and break

down type work & also during unavoidable condition as per instruction of engg.

supplying JCB Machine on rental basis for carrying out excavation, earthwork,

debris removal, dismantling and other allied works during emergency situations, breakdown

maintenance works and unavoidable circumstances as directed by the Engineer-in-Charge. The

item shall include deployment of JCB machine with experienced operator, fuel, lubricants,

maintenance, transportation to and from site, standby arrangements, all tools and accessories

required for efficient operation and completion of work. The machine shall be made available at

site as and when required and shall perform the assigned work satisfactorily as per instructions of

the Engineer-in-Charge. The rate shall include all labour, equipment, operational charges, taxes,

leads, lifts and incidental expenses complete for execution of the work.

Mode of payment shall be in Hour basis

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

using Operator, fuel, power Supply etc. Complete as Directed. (No payment should be allowed

for non working condition of machinery and for pipe line excavation and M.H. work. Allowed

only for break down work)

supplying Pneumatic Breaker Machine at site for dismantling and breaking of

RCC slabs, RCC structures, cement concrete, asphalt/bituminous road surfaces and similar hard

materials, complete with skilled operator, fuel, lubricants, air compressor, power supply and all

necessary accessories required for efficient operation. The machine shall be deployed exclusively

for emergency breakdown and repair works as directed by the Engineer-in-Charge. The item

includes transportation of machinery to and from the work site, operation, maintenance and all

incidental charges complete. No payment shall be made for idle time, non-working condition,

breakdown of machinery, excavation of pipelines, manhole works or any work other than

approved breakdown dismantling operations. The work shall be carried out safely and

satisfactorily as per specifications and instructions of the Engineer-in-Charge, complete in all

Mode of payment shall be in Hour basis

Barricading the entire excavated area on rental basis using wooden ballies / M.S. angles at

max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board outside to avoid

accident & for smooth traffic diversion & movement including cautionary board etc. Item also

includes for making temporary sufficient nos of lighting arrangement throughout the work with

necessary required arrangement. The same shall be removed after completion of work. (As per

previous ARC tender rates)

The work shall consist of providing, erecting, maintaining and removing temporary

barricading around the entire excavation area for safety of pedestrians, vehicular traffic,

adjoining properties and workmen during execution of work.

Wooden Ballies or M.S. Angles of adequate strength and section.

Corrugated Galvanized Iron (C.G.I.) Sheets of approved quality.

Reflective paint, reflective tapes, safety stickers and traffic diversion signs.

Caution boards, danger boards, work-in-progress boards and other safety signages.

Temporary lighting arrangements including lamps, bulbs, flood lights, cables, switches and

Any other material required for ensuring safety and smooth traffic movement.

Barricading shall be erected along the full length and width of the excavation/work area as

directed by the Engineer-in-Charge.Supporting wooden ballies or M.S. angles shall be fixed at

maximum 2.00 m center-to-center spacing and firmly embedded to withstand wind load and

traffic disturbances.C.G.I. sheets shall be securely fixed to the supports to provide continuous

protection around the excavation area.

Barricades shall be painted with reflective paint and provided with reflective tapes/markings for

night visibility.

Necessary traffic diversion signs, caution boards, warning signs and safety instructions shall be

displayed prominently at suitable locations.Adequate temporary lighting arrangements shall be

provided throughout the work period during night hours to ensure safety of road users and

workers.The contractor shall maintain the barricading, signages and lighting arrangements in

good condition during the entire execution period.

Any damaged, displaced or stolen barricading material shall be immediately replaced by the

contractor at his own cost.Proper access shall be maintained for emergency services, pedestrians

and traffic as instructed by the Engineer-in-Charge.After completion of work, the entire

barricading system, sign boards, lighting arrangements and all associated materials shall be

dismantled and removed from the site, restoring the area to its original condition.

Supply, transportation, loading, unloading and stacking of all materials.

Erection, maintenance and removal of barricading.

Providing and maintaining reflective paint, tapes, caution boards and traffic diversion

Temporary lighting arrangements including electricity charges, cables, fittings and maintenance.

Labour, tools, tackles, equipment and all incidental charges.

The rate shall be for a unit of one running metre.

As per Item and instructed by engineer incharge

Creating Weep Holes by Providing &Laying 110 mm Dia. PVC Pipe 6 kg/cm2 Up to 600 mm

long in Stone / Brick Wall including all Necessary Work as per dir. Of eng. In charge.

Laying approved quality 110 mm dia PVC Pipe (6 kg/cm² pressure class) up to 600 mm

length for creating weep holes in stone masonry or brick masonry walls at the locations and

levels shown on drawings or as directed by the Engineer-in-Charge. The work shall include cutting

and preparing openings in masonry, supplying, cutting, placing and fixing PVC pipe with proper

outward slope for drainage, sealing the pipe all around with cement mortar, finishing the surface,

keeping the weep holes free from obstruction, and carrying out all labour, materials, tools,

tackles, scaffolding and incidental works required for complete installation. The rate shall include

supply, transportation, fixing, alignment, sealing, testing and all necessary operations complete

as directed by the Engineer-in-Charge.

The rate shall be for a unit of one no.

As per Item and instructed by engineer incharge.

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

thickness including watering,(Item No- 0) ( Code 04008A)

1. Scope of Work

The work shall consist of providing and filling approved quality murrum or selected soil in

foundation trenches, plinth areas, and around foundations in layers not exceeding 20 cm

compacted thickness, including spreading, watering, ramming, consolidation, dressing, and all

labour, tools, tackles, transportation, leads and lifts required for completing the work as directed

by the Engineer-in-Charge.

 Murrum shall be clean, well graded, of good binding quality and obtained from approved quarries

or borrow areas.

 Selected soil shall be free from organic matter, roots, rubbish, salts, black cotton soil, and other

deleterious materials.

 The material shall consist of disintegrated rock containing siliceous material and natural clay

 Size of murrum particles shall generally not exceed 20 mm.

 After completion of foundation work, all excavated areas shall be cleared of debris, brickbats,

mortar droppings, loose materials and water.

 The surface shall be properly dressed and prepared before commencing filling operations.

 Filling shall be carried out in uniform layers not exceeding 20 cm in loose thickness.

 Each layer shall be evenly spread, watered to the required moisture content, and compacted

thoroughly by approved hand rammers, mechanical compactors, or other approved means.

 Subsequent layers shall not be placed until the previous layer has been properly compacted and

 Filling shall be continued up to the required level, line, and grade.

 The finished surface shall be properly dressed and maintained to the required slopes and levels.

 Adequate watering shall be done for achieving proper compaction.

 Each layer shall be compacted to obtain a dense and stable fill free from settlement.

 In case of large areas, mechanical compaction equipment may be used as directed by the

Engineer-in-Charge.

 Measurement shall be made in cubic metres (m³)

Contractor’s Signature Add.City Engineer

Material&TechnicalS pecifications

Standardnormsforqualitycontrol

Sr Test Frequencyoftests AcceptanceCriteria

a) Settingtimeinitial 50-100T-2 sample Notlessthan30 minutes

final 100-200T-3sample Notmorethan600minutes

200-300T-4sample

500-800T-6 sample

b) Finenessby Sieve 1in5samples 90%passedfrom90micron sieve

c) Consistency Onesample Above30 percent

d) Compressivestrength One sample 160kg /cm forOPC&PPConthirdday

220kg/cm forOPC&PPConseventhday

310kg/cm forOPC&PPContwentyeightday

e) Finenesstestthrough 1 in 5 samples 2250kg/Cm andaboveforOPCFORPPC3000kg/Cm

Specific surface

f) ChemicalAnalysis 1 in5samples Mgo less than 6 percent

IS 4032-986 SO3lessthan2.75percent

lessonignitionupto5percent

a) SiltContent 1sampleof10 kg Upto3percent

b) Finenessmodulus - Do- Specificationasperspecifiedstandard.Nosandof

fourthzoneshallbeused.

3 Kapachi-Gritfor

Bituminous work

a) Gradation 1/200 m3

b) Flakinessindex 1/200 m3 Max30%

c) Impact 1/100 m3 Max30%

d) Abrasion 1/100 m3 Max35%

e) Bit.Extraction 100 MT- 1 0.80to 4%

f) Bitumin(penetration 100MT-1

g) Strippingvalue 50-100m3onetest Max.25 %

3 Kapachi-Gritfor

AsperIS183-1970standards

a) Gradation 2 test/ Season Asperrelevantspecificationsprovision

b) Impact 2 test/Season wearing surface overlaidsurface(IS18.5-1972)

c) Abrasion 2 test/Season 30 % 5%

d) Soundness 2 test/Season Losswith Losswith

a) Efflorescence 20bricksout of Moderate

b) Waterabsorption -DO- Lessthan20Percent

c) Compressivestrength -DO- Minimumaverage35Kg/cm &individualresultmay

fallbelowupto20 percent

5 Cement Concrete

flooring/Mosaic

a) Waterabsorption 6tiles/2000tiles Maximum10 percent

b) Transversestrength 12tiles/2000tiles Wet Dry

c) Abrasion 6tiles/2000tiles Averagewearshallnotexceed3.5mm

6 Water Chemical Onceforapproval

b) Chlorides " 2000mg/L(PCC)&500mg/LforRCC

c) Organic(matter) " 200mg/LMax.

d) Inorganic(matter) " 3000mg/LMax.

e) Sulphate(mg/L) " 500mg/LMax.

f) TDS " 2000mg/LMax.

7 Cement Concrete AsperIS456-2000 Grade Specifiedcharacteristiccube

cubes ordinary and designation compressive strength.

controlled concrete

work m No. of M10

51m &ab 4+one M35

addsampleforeach M40

50m partthereof

ordinary and suces/60m3eachfor Average compressive strength of each day should

controlled notbe less than specified strengths subject to that 20%

7 and 28 daysfurther

concretefor cubes per day (i.e.) 1 per 5 may fall below specified

that everyday for

roadbridge strength up to its 85 percent.

daysthere after.

a) TMTbars 1test/40MT Fe-500 Quenched and Tempered (TMT) bars of

different diameters satisfying IS : 1786, with Yield

stress>500N/mm Tensilestrength>545N/mm

Andelongationmorethan12%

b) steel for general Gr.AFe410WS 410N/mm2

structural purpose

specificationIS 2062-

c) steel wires for 8.0 140Kg/mm2

prestressedconseteIS

1785 part-1 19 lab

85%theminimumspecifictensiledstrength

9 Teakwood AsperLOT

e) Moisturecement

10 AllOther Material As suggested by

Consultant/EIC/ TPI

asperrelevantIS

1) TestsasmaybedirectedbyEngineerinchargeasshownaboveshallhave to be conducted.

2) Above mentioned all the tests of the materials and others shall be carried

outforconstructionofeachandeverydifferentlotinGovernmentApproved laboratory.

3) AMC / PMC / TPI may ask Contractor to Carry Out Additional

LaboratoryTestforanyoftheAboveItemsifRequired.TheCostofsuch testing shall be borne

by the Contractor.

Signature/Stamp of Contractor AdditionalCityEngineer,

GENERAL MATERI AL SPECIFICATIONS FOR BRAND NAM ES TO BE USE D FORTH E

EXECUTION WORK S

SCHEDULE OF MAKE FOR CIVI LWORK

CEMENT (OPC /PPC) -53Grade:As perISI ando fmajor planthaving10LacsM.T.

production of single plant per annum. Samples of

cement arranged by the Contractor shal l be taken by

theEnginee r-in- Charge and got tested in accordance

with provisio ns of t he relevant BIS codes. In case test

results i ndi cate that the cement a rrange d by t he

Contracto r does no t conform to t he rel evant BIS

codes, the same sha llstand rejected and shal l be

rem oved from the site by the Co ntractor a t his own

cost withi n three days.

TMT REIN FORC EDMENT : As perIS-1786:1985(reaffirm ed2004).Reinforcem ent

bars shal l be High Yie ld St reng th Deform (TMT) Fe 500D

barsfromtheprimarymanufacturesconfirm ing toIS

Re-rolle d steel shall not be used in the work. The

Contracto rshall have toobtain an d furnish test

certificatestotheE ng ineer-in-

Chargeinrespe ctofal lsuppliesof

steelbroughtbyhim tothesiteofwork.Sam ple sshall also be

taken and got tested by the Engi neer-in- Char ge asper

the provisions i n this re gar d i n the relevant

BIScodes.Incasethetestresultsindicatethat thesteelarr an g

edby the Contractor does not confo rm to BIS codes, the

sameshal l sta nd rejected and shal l be removed from the

site of work within t hr ee days.

Str uctur al St eel :Jindal, TAT A, Sa il, Asian A s A ppro ved by Engg. In Charg e.

BRICK :Compr essive strength Avg.35KG.Persq.CM.

SAND : As per Mix design for concrete work or zone-II. For

Masonry and plaster work zone – III

COARSEAGGREGATE :Seval iya,S athamba, Ankod iya,S ayla RegionQuarryor

Ot herSourceAsApprovedbyEng g.InCha rge .

FINISHING/PAINT:

ACRYLICEMULSIONPAINT :ASIAN, BURGER, NER OLAC,JOTU N,ICIAs

Approved by E ngg.InCharge.

EXTERIORPAINT :ASIA N,BURGER,NEROLAC, JOTUN,ICIAs

Approved by Engg.InChar ge.

SYNTHETICEN EMAL :AS IAN,BURG ER,NEROLA C,JOT UNAsApprovedby

Engg.InCharge .

Note:Al l the Mate ria l to be approved by the Competent Authority and tested i f needed a s per

latest re levant IS, prio r to execution. Work Material If not mentioned i n a bove listsho uld

confirm to latest relevant IS revision & to be Approved by E ng g.in Charge /Consulta nt.

Signature/Stamp of Contractor AdditionalCityEngineer, South ZONE

13. કો ાકટર ારા ESIC અને EPFO ર શન ગેના અ. .ુ કોપ . નાણાં ખાતા સર લ

ુ ર નં- ૨૭, તા ૦૭/૦૧/૨૦૨૬ ુ બ ESIC અને EPFO

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtK Ítul)

FOR BANK GUARANTEE

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

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

1. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources

Department with the latest correction slips may be referred for quality of construction &

standard of Procedure (SOP). (only English version)

2. In the specification “as directed" / "approved" shall be taken to mean "as directed /

"approved" by the Engineering in charge.

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

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

4. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of

specific mention for a particulars point / aspect, the same in the relevant Indian Standards

shall be referred to.

5. All measurement 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.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or

thickness shall be followed.

6. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of

any such materials being rejected by the Engineer in charge.

8. The contractor’s rate for the item of work shall be for the work completed in all respect.

9. All materials including those of electrical shall be got approved by the Engineer in charge/

Architect before using them in the work.

10. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

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

for checking lines, levels, alignment of the works & all precautionary measures during

execution shall have to be kept in sufficient numbers and in good working condition at the

site of the work.

13. Special modes of the construction not adopted in general Engineering practice, if proposed

to be adopted by the contractor shall be considered only if the contractor provided

satisfactory evidence that such special mode of construction and completion of work to the

required strength and quality. Acceptance of the same by the Engineer in charge shall not

however, absolve the contractor from the responsibility of any adverse effect and

concordance of adopting the same in the course of exaction or completion of the work.

14. The contractor shall be responsible for observing the rules and regulation imposed under

the "Minor Mineral Act", and such other laws and rules prescribed by the Government

from time to time.

15. All necessary safety measures and precautions (incl. those laid down in the various relevant

Indian Standard) shall be taken to engrave the safety of men, materials and machinery on

the work and also of the work itself.

16. Quantity measured in the tender is approximate. It may increase or decrease looking to the

quantum of actual work for which no any claim shall be entertained by A.M.C.

17. Contractor shall have to execute extra item if required only after necessary permission from

18. The work in general shall be carried out as per standard specifications of the relevant items

to be executed & as per the instruction of Engineer in charge & as per the guidance of

AMC's Consultant for this project.

19. The general terms & conditions of the contract shall be applicable & shall be binding on

the contractor. The contract agreement shall have to be executed between AMC & the

agency to which work is awarded for execution.

20. The time limit shall be reckoned after next day from the date of issue of the written work

order to the contractor after fullfillng the formality life SD & Agreement. No time

extension will be granted under any circumstances.

21. In case of any ambiguity in specifications mentioned in this tender, the interpretation given

by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the

22. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations as

necessary to fulfill the intent of the plants and specifications.

23. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

24. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal

Corporation. will be payable by the contractor.

25. No any kind of price rise / price escalation / price variation for cement , steel or labour

26. Contractor is requested to see the site physically before tendering. He is also requested to

quote the rates keeping in view of all the points mentioned in relevant pages of tender

27. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped

water for the construction of the works and provide a satisfactory supply of potable water

for drinking, washing, sanitation and cleaning down. The contractor will be responsible for

all the costs where applicable of connection, meter installation, water consumed, water

required for testing purposes, disconnection and the laying, maintenances and ultimate

removal of any distribution system around the site.

28. Electricity: Electric supply will be made available at the site by the Contractor and the

contractor must make his own arrangements with the Corporation and Electricity Supply

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site for

purpose of the work and shall pay such charges as is fixed by the appropriate supply

In case there is any delay in supply of power site of any interruption or fault in the power

during the work. No compensation shall be paid for idle labor staff, machineries and for

use of diesel operating sets etc. as the case may be.

29. Tenders shall submit all the valid/certified documents in support of their initial/eligibility

criteria mentioned above along with the bid. They shall have also to submit the income tax

clearance certificate and solvency certificate.

30. No advance such as secured advance machinery advance, mobilization advance or

materials advance will be given.

31. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to

contractual provisions.

32. The electrical works shall be carried out strictly in accordance with the directives issued by

Engineer in charge.

33. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes &

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision

34. In case of any dispute, decision of Municipal Commissioner shall be final and binding on

the contractors.

35. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease

the scope of work. No any claim to that effect shall be entertained. The Municipal

Commissioner also reserves the right to reject any or all the tenders without assigning any

reason thereof.

36. The contractors are requested to quote their rates considering above tender conditions.

37. The contractor shall have to paid balance Security Deposit within 15 days from the date if

issue of Letter of Interest (LOI). And after paying the balance S.D. the time limit will be

started & Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 15 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

Eventhough in special case, If work is not started because of monsoon or any other

special reason (like site is not available), after evaluation of situation the actual date of

starting of work will be consider after approval of Dy.M.C. (South zone)

38. The Contractor shall not claim for increase or decrease in the quantity of the item or the

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per guidelines

published by WHO/ Center government/State government /Ahmadabad municipal

Signature of contractor with seal Additional City Engineer (S.Z)

Date Ahmedabad Municipal Corporation

QUALIFICATION INFORMATION

1. The information to be filled in by the Bidder in these statements & supporting documents submitted

in physical form will be used for the purpose of pre qualification.

2. All statements given here under shall be submitted by bidders on their original letter pads only with

stamp of firm of bidder and sign of the bidder.

3. Photocopy of any statements shall not be considered as valid document.

4. Information / Details to be submitted by the Bidders in the Performa mentioned under Statement.

All the documents submitted in the support of these statements shall be duly attested and certified true

1. I/We hereby declared that I/We am/are not partner(s) blacklisted or connected with firm blacklisted

by AMC,Government of Gujarat,Ministry of Road Transport & Highways/NHAI.

2. The I / We also hereby certifies that our firm M/s ________________________________has

neither abandon any work in India nor rescinded any contract awarded to us during last five years prior to

the date of this bid.

3. At present I/We am/are registered as approved contractor (s), firms in any state, CPWD / MES /

4. We, the partners/owners of this firm, hereby give an undertaking that we are jointly and severally

responsible to meet all the liabilities ever and above the business of this firm and make good the above

financial loss sustained by the Amdavad Municipal Corporation as a result of our abandoning the works

entrusted to us.

5. I /We hereby certify that all the statements made in the required attachments are true and correct.

6. The I / We undersigned hereby authorise(s) and request(s) any bank, person, firm or corporation

to furnish pertinent information deemed necessary and requested by the Department to verify this

statement or regarding my (our) competence and general reputation.

7. I /We hereby declare that I / We understand and agree that further qualifying information may be

requested, and I / We also agree to furnish any such information at the request of the AMC within the

prescribed time.

8. I / We further declare that my / our near relatives are not working in AMC as an Addl. C.E., Dy.

C.E., A.C.E., A.E., and T.S. as on today.

(Signed by an Authorized Representative of the Firm)

Name of the Representative

1. I / We hereby declare that I / we have visited the site and fully acquainted myself / ourselves with

the local situations regarding materials, labour and other factors pertaining to the work before submitting

this tender. I/We certify that I/We have inspected the location of the proposed work before quoting my/our

2. I/We have also inspected the quarries and borrow areas and satisfied myself/ourselves regarding

the quality, quantity, availability, and transport facilities for earth, stone, bricks, and, cement etc. through

the network of available roads and path ways required for the work.

3. I / We hereby declare that I / we have carefully studied all the terms and conditions of contract,

specifications mentioned in the tender documents and I / we do agree for compliance with the same

4. I/We shall execute the contract agreement with the AMC after award of work and before start of

(Signed by an Authorized Representative of the Firm)

Name of the Representative

APPLICABILITY OF PROVIDEND FUND AND MISCELLANEOUS PROVISIONS ACT

Successful bidder i.e. the agency whose tender is accepted by the AMC shall have to comply the

necessary formalities under the employees provided fund and Miscellaneous Provisions Act, 1952 as

Contributory Provident Fund Scheme is applicable to laborers engaged in construction activity and shall

have to submit proofs regarding deduction of provident fund and other dues and depositing the same with

government department under the act and the scheme regularly on monthly basis failing which no running

/ final bill payment will be made by the AMC to the contractor in any circumstances.

A certificate to the above effect has to be given by the contractor as under.

Declaration of Depositing Provident Fund contribution

This to certify that we have deducted the employees’ P.F. and deposited the same along with

employer’s contribution towards provident fund on labour charges / wages paid by us to the laborers

with Provident Fund Authority under our Provident Fund Code No.___________

We produce herewith the copies of the challans for the provident fund deduction and contribution

deposited as mentioned above.

(Signed by an Authorized Representative of the Firm)

Name of the Representative

To be notarized by Notary

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad Municipal Corporation,

A'bad specified up to his first written demand, without demur without delay and without the necessity of a

previous of judicial or administrative procedures and without the necessity to prove to the Bank the

defects or short comings or debits of the contractor any sum within the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effect during the

period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the tender) we

shall be discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consent of the

Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tenderer or of the

5. The contractors shall have to furnish income tax clearance certificate before his tender is accepted and

intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Add.C.E (S.Z) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: - Construction of a new R.C.C. wall at various locations under Kankaria

Lake Front and Kankaria Zoo in Maninagar Ward, along with ancillary works as required

I/We the undersigned have carefully gone through and clearly understood the Tender documents

for the above work. I/We have satisfied myself/ourselves as to the location of site, examined drawings.

I/We have visited site & fully acquainted with local situations regarding materials, labours & others

factors pertaining to work before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified all

in accordance with the specification, designs, drawing and instruction in writing referred to in the said

document and with such materials as are provided for, at the respective rates which I/we have quoted in

the schedule-B or at such other rates as maybe fixed under the provisions of these conditions. In the event

of this tender being accepted I/We agree to enter into an agreement and when required and execute the

contract, according to your fom1 of agreement as or in default where of I/we bind myself/ ourselves to

forfeit the "Earnest Money Deposit."

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC

from the date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take

necessary action as deemed fit.

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for the

sum as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer If

I/We fail to commence the work specified. Otherwise the said sum shall be retained, by the Employer as

on account of such. Security) ' Deposit'.' as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in accordance

with Conditions in the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may receive.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date of

opening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work,

octroi duties and other prevailing Government taxes/charges on such items on which the same are leviable

and therates quoted by me/us are inclusive of the same.

Yours faithfully

Signature of the contractor

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ÆÂûtKÍtul - Esluh Ftðþ

1. mbgbgto>t ykdu yuj.ytu.ytR. ytÃgt ctœ 10 rœJm mw^ebtk sÁhe me¾gtuhexe rzvtuÍex

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&guje dKtNu. <&t <u mt&u fhthvºt fhJtltu hnuNu. ylu <u bwsc ftb NÁ fhJtle <theF

dKJtbtk ytJNu. yuj.ytu.ytR. ytÃgt ctœ me¾gtuhexe rzvtuÍex ChJtbtkk rœl -15 fh<tk

J^w rJjkc ltk rfMmt btk <ubs Jfo ytuzoh ytvu&e ftb NY fhJtbtkk rJjkc &gu&e «r<rœl bkswh

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aftme zu.Bgw.frb©h (œ.Ítul) le bkswhe bu¤Je ftb NÁ fhJtle <theF dKJtbtk ytJNu.

2. xuLzh Jujezexe 120 r>Jm Mþ^ele hnuNu.

3. xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

4. S.yum.xe. «J<obtl œh «btKu yjd&e awfJJtbtk ytJNu. xuût fu yLg ftuE vK mhfthe

fhJuht ChJtle sJtc>the ftuLx[tfxhle hnuNu.

5. htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t Bþsc su ftuE hfble fvt< fhJtle &Nu <u

bwsc ftuLx[tfxlt cejbtk&e fvt< fhJtbtk ytJNu.

6. juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb Bþsc 1% (yuf xft) hfb cejbtk&e

ftve juJtbtk ytJNu.

7. bxehegj xuMxekdltu xuMxekdltu FhuFh &guj Fao ftuLx[tfxh©e vtmu &e Jmwj fhJtbtk ytJNu.

8. ftb ytv<e JF<u su <u ftuLx[tfxhLþk hSMx[uNl ægtlbtk htFelu <ule bgto>tbtk ftb ytvJtbtk

9. yt xuLzh su <u Jdolt btLg gtœe lt ftuLx[tfxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu

y.BGþ.ftuvotu.btk btLg ftuLx[tfxhtu le gtœebtk hSMxuNl fhtJJtLþk hnuNu.

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BGþrl.ftuvtuohuNl Juc mtEx www.ahmedabadcity.gov.in Wvh Bþfuj Au.

11. ftuLx[tfxh lu vubuLx - hl´dcej BGþrl.ftuvotu.lt su <u atÕþ mbglt mhfGþjh Bþsc fhJtbtk

12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

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ylu BGþrl.ftuvtuohuNlltu ftuEvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxÕþk mbSlu s

xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

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ftgoJtne lrn &E ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu <ulu vubuLx

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frBNlh©e îtht fhJtbtkk ytJuj mh¾gwjhtule Nh<tu ftuLx[[tfxhlu ckk^l f<to hnuNu.

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xuLzh bkswh &gtltu y&o ftb ytve s >uJtLþk Au <uJtu &E NfNu lrn.

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VuhVth &Jtle N¾g<t hnuje Au.

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ytuAw &tg <tu ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.

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LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.

23. su ftuLx[tfxh vtmu bswhtultu rJbtu, ydtW&e W<htÔgtu ntug <ublu «t^tLg ytve ftb ytve

24. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt< &tg <tu <ule vtujem ftgoJtnele fu juch

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lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk btuò rJduhu

ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu

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hnNu. ct¤ bswhtu htFe NftNu lrn.

25. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt< &tg <tu <ule vtujem ftgoJtnele fu juch

yufx bwscle ftgoJtnele sJtc>the yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu

lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk btuò rJduhu

ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu

VhSgt< hnuNu. juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj

hnNu. ct¤ bswhtu htFe NftNu lrn.

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc

yLþmhJtltk hnuNu. Mt>h ÃþM<eft øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21,

dtk^eldh&e b¤e hnuNu. su Juc mtEx www.ahmedabadcity.gov.in Wvh Bþfuj Au.

27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt

hnuNu. yt ykdultu mkÃËKo Fao <&t Bgwrl.MxtVlu juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e

jtJJt -jE sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.

28. btj su <u Mxtumo Wvh y&Jt mtEx Wvh jtuftulu lz<h l &tg <u he<u MËalt Bþsc W<thJtltu

<ubs dtuXJJtltu hnuNu.

29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb

atÕþ &gt vnujt, atÕþ ftbu <&t ftb ÃËKo &gtltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu

<u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e ftuBÃGþxhbtk

Vtuxt x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.

30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu

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

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

<&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb NY fhtJJtLþk

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òu yum.ytu.yth.btk ytExb l ntug <tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t

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ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

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mtaJJtLþk hnuNu. ylu ftuEvK yfMbt< &Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.

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ftuBÃjtgLm ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu

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BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.

36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.

Wvhtuf< <btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtKÍtul)

yufhthlwk Vtubo

(1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le bwjtft< je^e Au ylu

ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtK Ítul)

" ybœtJtœ BGþrlrmrvj ftuvtuohuNl”

œrûtK Ítul- Esluh Ftðþ

vtKe, z[ulus, vuJ´d, heEMxuxbuLxlt ftuLx[tfxhu Ftm JtkaJt ylu ægtlbtk htFJtle ctc< leau Bþsc Au.

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J^thtu, vK ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u yluf søgtytuyu ftb fhJtle ûtb<t

ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t hÌtt Au fu ntu¤e, lJhtºte, rœJt¤e, jøl meÍl fu yLg

<nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu lrn yLg&t htuslt

Yt.250.00le J^thtle vulÕxe ftb ck^ hnu fu MËalt fh<t ytuAt bsqhtu ytJu <ulu je^u fhJtbtk ytJNu.”

ftuLx[tfxhle mne yuze.mexe.yuLS.

rm¬t ylu btuctEj lkch (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the

works. Progress of work should be in proportion to time limit. The details of reinforcement

of R.C.C. work shall be as per design and instructions of Add. City Engineer and his order

will be considered final.

The contractor shall have to maintain account of steel, cement and other materials

that may be brought by him on site. This account shall be regularly maintained and kept

open for inspection by Municipal Staff. Watering of all the items shall be as per

instructions otherwise no payment shall be made to contractors. Mixing of concrete shall

be done by concrete mixer machine. Arrangements of binding vibrator for R.C.C. works if

required shall have to be made by the contractor.

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

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 work is not started within specified time limit i.e. within ten days from the date of

order to start the work the penalty of the 0.01% tender Amount per day of delay of start

shall be recovered separately from the immediate bills payable to the contractor.

Contractor has to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

in form of demand draft.

iv) Condition of Form - B1 only 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.

Other techinical condition will be applicable as per tender condition only.

Contractor's signature & Stamp ADD CITY ENGINEER

Mobile No.:- (South Zone)