Construction of Ganesh kund at Sabarmati River front at Sahitya Parisad in navrangpura ward at west zone. (Re-Tender)

2. Tender Estimated Cost

AMC/Authority at prevailing rate to the contractor.

1% of the Tender Cost in the form (Rs.15,000.00)

3. Earnest Money

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

4 Tender Fee Rs Demand Draft of Rs.900.00

6. Time-Limit 1 months

7. Validity Period 120 Days

8 Eligibility Criteria Register “E-2” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or

(i) Last Date of Submission of the

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.

10 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

11. hours: On date: 02-09-2026 &12:00 pm West Zone, 2nd Floor,

Tender A.M. Office, Dr. Ramanbhai Patel Bhavan,

Usmanpura.Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

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

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

12 Penalty Due to Delay of work

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

above 30 Lakhs) but not more then 10% of bill

13 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

Time permitted to start parts of

14 works within 48 hours of intimation of work. Communication done

telephonically via SMS, Via Whatsapp and

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

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

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

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

per day (for tenders amounting above 10 Lakhs and upto 30 Lakhs), (3)

Rs.5000 per day (for all tenders amounting above

30 Lakhs). Three times failures by contractor shall make contractor

responsible to be black listed unless and otherwise justified properly in

writing / binding within 15 days of last notice of

 The staff of the contractor shall wear safety jackets,

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

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

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

he works without proper precautions/safety measures as

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

16 Defect &Liability Period The contractor shall be responsible to make good and remedy at

his own expense any defect which may develop or may be noticed

before the period mentioned hereunder from the certified date of

completion, The within 15 days of receipt 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

the expenses, if any, Incurred by him in rectification, removal or re-

execution. The Defects Liability period shall be as under(a) for all

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

shall be 3 months from the certified date of completion.

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore

(amount put tender), the period shall be 6 months from the

certified date of completion or one monsoon, whichever is later.

(c) for major projects 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) or (c) above

OR elapse of monsoon period following the certified date of

completion, whichever is later. For the purpose of deciding the

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

17 Time permitted to start parts of Whenever a work is allotted by Engineering staff, whether minor

work or major of part thereof of any amount, the contractor shall be

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

Communication done telephonically via SMS, Via Whatsapp and

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

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

intimation as above by contractor the contractor shall be levied

penalty of (1) Rs.1000/- per day (for tenders amounting upto

Lakhs), (2) Rs.2500 per day (for tenders amounting above

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 penalty.

18 Compensation for Delay 10% of Remaining work (As per Circular)

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

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

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

20 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

21 GST GST will be paid extra by AMC/Authority at prevailing rate to the

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

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

(WEST ZONE) TENDER FORM

Name of Work :- Construction of Ganesh kund at Sabarmati River front at Sahitya Parisad

in navrangpura ward at west zone. (Re-Tender)

Sr.No. Quantity Item Description Per Amount in Rs.

Excavation for foundation up to1.5 m depth

including sorting out and stacking of useful

materials and disposing of theexcavated stuff 115.92 Cmt

upto 50 Meter lead.(A) Loose or soft soil (Sor

Year 2023-24. Item No. 04001A)

1.5 to 3.0 mt.depth (Sor Year 2023-24. Item No.

Conveyance charge of lime murrum building

rubbish earth manure or sludge & execavated rock

1,773.00 and rubbish [Earth]. Upto 0.5 Km Lead (Sor Year

Rent for provide j.c.b Machine for Refilling Work

and Levelling the site as Directed.Rate also

includes all necessary Operating like Diesel, tools 600.00 hrs

and Driver expences etc. comp. ( Based on

Previously approved rate by C E sir )

Providing and supplying of labour for necessary

manual excavation, cleaning, Shifting of Material

4 Or any other, or for any other work as directed by

Engineer In charge. The Rate includes Handcart

Labour charges - Mazdoor (Male) (Day/Night) (Sor

115.00 Year 2023-24.Item No. L022)

Labour charges - Supervision for Machinery (Sor

10.00 Year 2023-24.Item No. L029)

Providing arrengement for double layer Baricating

for protection of site avoid accident by using

160.00 bericating rolls, bamboo, teka , kathi with all

labours etc. Comp. ( Approved Rate )

Providing and laying cement concrete1:4:8

(1-Cement: 4- coarses and:8-hand broken

stone aggregates 40mm nominal size) and

70.00 curing complete excluding cost of formworkin

(A) Foundation and Plinth (upto 10 ton). (Sor Year

P/F good qualitity HDPE plastic cover of requried

size by jointing the pices of cover by special

sewing & using chemical adhesvies to retain water 250.00 smt

in kund. Rate also incl. labour work for setting

cover in situ. ( Approved Rate )

Providing and fixing of 2mm Aluminium/4mm ACP

sheeting fixed with Type-4 Class B High Intensity

Grade Sheeting as per IRC 67:2012 reflective 3,955.08 Smt

sheeting of size including lettering and signs as

applicable.(Sor Year 2023-24.Item No.M1048)

Providing and operation dewatering Pump

including fuel charges & operator Charges etc. as

directed etc. comp. (Shift for Eight Hour) (For Each

1.00 Pump Set, No payment should be allowed for non

working condition of machinery ) ( Based on

Previously approved rate by C E sir )

Contractor's Sign Addl.C.E.

Mobil No: - (west zone)

AHMEDABAD MUNICIPAL CORPORATION ENGINEER DEPARTMENT

NAVRANGPURA WARD

TECHNICAL SPECIFICATION

Name of Work :- Construction of Ganesh kund at Sabarmati River front at Sahitya Parisad in

navrangpura ward at west zone. (Re-Tender)

 General Technical Specification Section

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

Item No 1 Excavation for foundation upto1.5m depth including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (A)Loose or soft soil

Excavationforfoundationupto1.5m depth including sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead. (A)Loose or soft soil. The Work Should be done as per instruction of Engg.Incharge.

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

implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls under this category. For materials and

workmanship for earthwork and excavation, relevant specification IS: 3764 & IS 1200 (Part I) shall be followed.

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

Clearing the Site:

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

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

obtained shall be the property of the Client and shall be conveyed and stacked as directed, within 50-m. lead.

The roots of the trees coming in the sides of the trenches shall be cut and coated with hot 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. It shall be the Client's

responsibility to obtain such permission from the respective authorities.

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

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

in-charge. The Contractor shall assume full responsibility for alignment, elevation and dimension of each and

all parts of the work. Contractor shall supply labours, materials, etc. required for setting out the reference

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

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

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

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

necessary slopes to a safe angle or steps, as required or directed, at his own cost.

No extra payment shall be made for such precautionary measures, taken.

The bottom of the excavated area shall be leveled both longitudinally and transversely, as directed, by

removing excess soil and watering, as required. No earth filling will be allowed for bringing it to level, if by

mistake or any other reason, excavation is made deeper or wider than shown on the drawings or as directed.

The extra depth or width shall be made up with sand filling, as specified for the bottom level of the subsequent

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

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

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

timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at any stage of the work.

Excavated areas shall be kept free of water while masonry or concrete or relevant base works are in progress

and till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

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

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

remove the balance of the excavated quantity from the site of work, to a place, as directed and for all lift.

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

In-charge shall be final in this regard.

Mode of Measurement and Payment:

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

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

excavation made in excess of above requirements or due to stepping and sloping back as found necessary, on

account of conditions of soil and requirements of safety. The rate shall include for clearing the site, surface

dressing, making layout for road, fixing permanent grid points with MS iron posts, embedded in C.C. 1:2:4,

placed sufficiently away from the existing traffic lines and establishing bench marks etc.

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

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

the satisfaction of the /Engineer-in-charge. The rate shall include leveling and ramming the bottoms of

excavations to receive concrete, etc. including trimming to slope wherever necessary etc. complete. In filling

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

Consolidation to be done by mechanical compactor as per relevant item. The rate shall be for a unit of one m3.

Item No 1(A) Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil. The Work Should be

done as per instruction of Engg.Incharge.

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

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

materials and workmanship for earthwork and excavation, relevant specification IS: 3764 & IS 1200 (Part I)

shall be followed.

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

Clearing the Site:

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

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

obtained shall be the property of the Client and shall be conveyed and stacked as directed, within 50-m. lead.

The roots of the trees coming in the sides of the trenches shall be cut and coated with hot 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. It shall be the Client's

responsibility to obtain such permission from the respective authorities.

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

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

in-charge. The Contractor shall assume full responsibility for alignment, elevation and dimension of each and

all parts of the work. Contractor shall supply labours, materials, etc. required for setting out the reference

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

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

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

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

necessary slopes to a safe angle or steps, as required or directed, at his own cost.

No extra payment shall be made for such precautionary measures, taken.

The bottom of the excavated area shall be leveled both longitudinally and transversely, as directed, by

removing excess soil and watering, as required. No earth filling will be allowed for bringing it to level, if by

mistake or any other reason, excavation is made deeper or wider than shown on the drawings or as directed.

The extra depth or width shall be made up with sand filling, as specified for the bottom level of the subsequent

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

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

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

timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at any stage of the work.

Excavated areas shall be kept free of water while masonry or concrete or relevant base works are in progress

and till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

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

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

remove the balance of the excavated quantity from the site of work, to a place, as directed and for all lift.

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

In-charge shall be final in this regard.

Mode of Measurement and Payment:

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

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

excavation made in excess of above requirements or due to stepping and sloping back as found necessary, on

account of conditions of soil and requirements of safety. The rate shall include for clearing the site, surface

dressing, making layout for road, fixing permanent grid points with MS iron posts, embedded in C.C. 1:2:4,

placed sufficiently away from the existing traffic lines and establishing bench marks etc.

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

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

the satisfaction of the /Engineer-in-charge. The rate shall include leveling and ramming the bottoms of

excavations to receive concrete, etc. including trimming to slope wherever necessary etc. complete. In filling

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

Consolidation to be done by mechanical compactor as per relevant item. The rate shall be for a unit of one m3.

Item No 2 Conveyance charge of earth ,lime, murrum, building rubbish,manual garbage, sludge, excavated

rock ,fly ash, aggregate of any kind etc. comp.up to 5.0 Km. lead.

All the surplus earth & debris 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 Engineer in charge, so as not to cause

any inconvenience to the public or traffic.

If the instructions of Engineer 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 & cost of the contractor & any claim dispute will not be

entertained in the 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 brick bats,

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

Mode of measurement shall be for Cmt. Basis

Item No.3 Rent for providing JCB Machine for refilling work and levelling the site as directed. Rate also

includes all necessary operating like diesel, tools and driver expences etc. comp.

The Operator of J.C.B should be wel trained and no breakdown of machinery will be allowed at the time of

work. During breakdown of machinery it the contractor responsibility to immediate repair the machine, or

should be replaced by another machinery within one hour. The Insurance of Vehicle with labour is

compulsory. The Unit Will be considered on Hourly basis. Only Running Condition of J.C.B. will be

considered at the time of billing. No Payment will be made for J.C.B in standby Condition. The rate shall

be for a unit of one Hr. basis.

Item No 4 Supplying ,labour for excavation of all types of soil, levelling work and Security Work to avoid an

accident during Visarjan by pilgrims etc. comp.

Supplying, labour for excavation of all types of soil ,levelling work and securty work to avoid an accident

during visarjan by pilgrims etc com.The Labour at site will be considered for 8 Hours Shift, on Daily basis at

the time of Ganesh Visarjan. It is the whole contractor responsibility that no one public should enter the

ganesh kund premises. Special Labour with security guard should be there at site Near Protection Area, so

to avoid any fatal accident in the pit. The Labours shoud be well trained for visarjan of Ganeshji Murti in

Ganesh Visarjan Kund.

Mode of measurement: The rate shall be for a unit of no basis

Item No 5 Providing arrengement for double layer berricating for protection of site avoid accident by using

bericating rolls, bamboo, teka , kathi with all labours etc. Comp.

Providing arrengement for double layer berricating for protection of site avoid accident by using bericating rolls,

bamboo, teka , kathi with all labours etc. Comp. The Work Should be done as per instruction of Engg.incharge

Mode of measurement: The rate shall be for a unit of rmt basis

Item No 6 : Providing and laying cement concrete1:4:8 (1-Cement: 4- coarses and:8-hand broken

stone aggregates 40mm nominal size) and curing complete excluding cost of formworkin

(A) Foundation and Plinth (upto 10 ton).

1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6, Grit shall

conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.

2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the concrete mix shall be

1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm nominal size) by volume. Concrete work shall

have exposed concrete surface or as specified in the item.

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond approximately to 1:3:6,

1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume respectively.

2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight (0.0342 Cu. M)

for different proportions of mix shall be as under:

Grade of Total quantity of dry Proportion of fine Quantity of

concrete aggregate by volume aggregate to coarse water per

per 50 Kgs, of cement aggregate 50 Kgs. of

to be taken as the cement

sum of individual maximum.

volume of fine and

coarse aggregates,

M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters

M-150 (1:2:4) 220 ” aggregate by volume but 32 “

M-200 (1:1 1/2 :3) 160 “ subject to and upper 30 “

M-250 (1:1:2) 100 “ limit of 1:1/2 and lower 27 “

2.4 The water cement ratios shall not more than those specified in the above table. The cement content of the mix

specified in the Table shall be increased if the quantity of water in a mix has to be increased to overcome the

difficulties of placement and compaction so that the water cement ratio specified in the Table is not exceeded.

2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound to give a concrete

mix which is just sufficiently wet to be placed and compacted without difficulty with the means available.

2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified but in no case

greater than surround all reinforcement thoroughly and to fill the corners of the form.

2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally considered

2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal maximum size of

coarse aggregate should usually be restricted to 5 mm less than the minimum clear distance between the main

bars, or 5 mm less than the minimum cover to the reinforcement whichever is smaller.

2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may not be

important and the nominal maximum size may sometimes be as greater than the minimum cover.

2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the evidence that with the

passage of time, neither the compressive strength of concrete is reduced nor are other requisite qualities of

concrete and steel impaired by the use of such admixtures.

3.0 Workmanship:

3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured in terms of bags

of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu. Meter. Boxes of suitable sizes shall be

used for measuring sand aggregate. The size of the boxes (internal) shall be 35 cms x 25 cms. and 40 cms deep.

White measuring the aggregate and sand, the box shall be filled without shaking ramming or hammering. The

proportioning of sand shall be on the basis of its dry volume and in case of damp sand, allowances for bulkage

3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be kept in first

class working condition and so maintained throughout the construction. Measured quantity of aggregate, sand,

cement required for each batch shall be poured into the drum of the mechanical mixer while it is continuously

running. After about half a minute of dry mixing, measured quantity of water required for each batch of concrete

mix shall be added gradually and mixing continued for another one and half a minute. Mixing shall be continued till

materials are uniformly distributed and uniform color of the entire mass is obtained and each individual particle of

the coarse aggregate shows complete coating of mortar containing its proportionate amount of cement. In no case

shall the mixing be done for less than 2 minutes after all ingredients have been put into the mixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other reasons, it shall be

done on the smooth watertight platform large enough to allow efficient turning over the ingredients of concrete

before and after adding water. Mixing platform shall be so arranged that no foreign material gets mixed with

concrete nor does the mixing water flow out. Cement in required number of bags shall be placed in a uniform layer

on top of the measured quantity of fine and coarse aggregate, which shall also be spread in a layer of uniform

thickness on the mixing platform. Dry coarse and fine aggregate and cement shall then be mixed thoroughly by

turning over to get a mixture to uniform color. Specified quantity of water shall then be added gradually through a

rose-can and the mass turned over till a mix of required consistency is obtained. In hand mixing quantity of cement

shall be increased by 10 percent above that specified.

3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting in a new

batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of concrete from the mixture shall

contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be thoroughly cleaned before

changing from one type of cement to another.

3.3 Consistency :

3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of vibration of concrete,

shall be determined by regular slump tests in accordance with I.S. 1199-1959. The slump of 10mm to 25mm. shall

be adopted when vibrators are used and 80mm when vibrators are not used.

3.4 Inspection:

3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms to permit him to

inspect and accept the false work and forms as to their strength, alignment, and general fitness but such

inspection shall not relieve the contractor of his responsibility for the safety of men, machinery, materials and for

results obtained. Immediately before concreting, all forms shall be thoroughly cleaned.

3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One carpenter with helper

shall invariably be kept present throughout the period of concreting. Movement of labour and other persons shall

be totally prohibited for reinforcement laid in position. for access to different parts, suitable mobile platforms shall

be provided so that steel reinforcement in position is not disturbed. For ensuring proper cover, mortar blocks of

suitable size shall be provided so that steel reinforcement in position is not disturbed. For ensuring proper cover,

mortar blocks of suitable size shall be cast and tied to the reinforcement. Timber kapachi or metal pieces shall not

be used for this purpose.

3.5 Transporting and laying:

3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so transported and

placed that no contemination, segregation or loss of its constituent material takes place.

All form wok shall be cleaned and made free from standing water, dust, show or ice immediately before placing of

No concrete shall be placed in any part of the structure until the approval of the Engineer-in-charge has been

3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete shall not be

placed against concrete which has been in position for more than 30 minutes unless a proper construction joint is

formed. Concrete shall compacted in its final position within 30 minutes of its discharge from the mixer. Except

where otherwise agreed to by the Engineer-in-charge concrete shall be deposited n horizontal layers to a

compacted depth of not more than 0.45 meter when internal vibrators are used and not exceeding 0.30 meter in all

3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place from a height

exceeding 2 meters. When trunking or chutes are used they shall be kept close and used in such a way as to

avoid segregation. When concreting has to be resumed on a surface which has hardened, it shall be roughened,

swept clean, thoroughly wetted and covered with a 13 mm thick layer of mortar composed of cement and sand in

the same ratio as in the concrete mix itself. This 13 mm layer of mortar shall be freshly mixed and placed

immediately before placing of new concrete. Where concrete has not fully hardened, all laitance shall be removed

by scrubbing the wet surface with wire or bristle brushes, care being taken to avoid dislodgment of any particles of

coarse aggregate. The surface shall then be thoroughly wetted, all free water removed and then coated with neat

cement grout. The first layer of concrete to be placed on this surface shall not exceed 150 mm in thickness and

shall be well rammed against old work particular attention being given to corners and close spots.

3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of vibrators, unless,

otherwise permitted by the Engineer-in-charge for exceptional cases, such as concreting under water, where

vibrators cannot be used. Sufficient vibrators in serviceable condition shall be kept at site so that spare equipment

is always available in the event of breakdowns.

Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse aggregate and

begins to cream up to form an even surface. Compaction shall be completed before the initial setting starts i.e.

within 30 minutes of addition of water to dry mixture. During compaction, it shall be observed that needle vibrators

are not applied on reinforcement which is likely to destroy the bond between concrete and reinforcement.

3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain, running water,

shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall be covered with wet

sacking, hassain or other similar absorbant material approved, soon after the initial set and shall be kept

continuously wet for a period of not less than 14 days from the date of placement. Masonary work over foundation

concrete may be started after 48 hours of its laying but curing of concrete shall be continued for a minimum period

3.7 Sampling and Testing of concrete:

3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made, cured and tested at

days or 28 days as per requirements in accordance with I.S. 516-1959. A random sampling procedure shall be

adopted to ensure that each concrete batch shall have a reasonable chance of being tested i.e. the sampling

should be spread over the entire period of concreting and cover all mixing units. The minimum frequency of

sampling of concrete of each grade shall be in accordance with following:

Quantity of concrete No. of Quantity of concrete in No. of samples

in the work samples the works

51 and above 4+ one additional for each additional 50 M. or part thereof.

NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from each sample, five for

testing at 7 days and the remaining five at 28 days. The samples of concrete shall be taken on each day of the

concreting as per above frequency. The number of specimens may be suitably increased as deemed necessary by

the Engineer-in-charge when procedure of tests given above reveals a poor quality of concrete and in other special

3.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified cube strength of

150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value less than the specified strength

provided the lowest value is not less than 85% of the specified strength. If the concrete made in accordance with

the proportions given for a particular grade, does not yield the specified strength; such concrete shall be classified

as belonging to the appropriate lower grade. Concrete made in accordance with the proportions given for a

particular grade shall not, however, be placed in a higher grade on the ground that the test strength are higher

than the minimum specified.

3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike the form work.

While fixing the time for removal of form work, due consideration shall be given to local conditions, character for

the structure, the weather and other condition that influence the setting of concrete and of the materials used in the

mix. In normal circumstances (generally where temperatures are above 20 C) and where ordinary concrete is

used, forms may be struck after expiry of periods specified in item No 9.1(A) for respective item of form work.

3.8.2 All form work shall be removed without causing any shock or vibration as would damage the concrete. Before the

soffit and struts are removed, the concrete surface shall be exposed, where necessary in order to ascertain that

the concrete has sufficiently hardened. Centering shall be gradually and uniformly lowered in such manner as to

permit the concrete to take stresses due to its own weight uniformly and gradually. Where internal metal ties are

permitted, the or their removable parts shall be extracted without causing any damage to the concrete and

remaining holes filled with mortar. No permanently embedded metal part shall have less than 25 mm cover to the

finished concrete surface. Where it is intended to re-use the form work, it shall be cleaned and made good to the

satisfaction of the Engineer-in-charge. After removal of form work and shuttering, the Executive Engineer shall

inspect the work and satisfy by random checks that concrete produced is of good quality.

3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement concrete member and

used for shuttering or any other purpose shall be cut inside the cement concrete member to a depth of at least

mm below the surface of the concrete and the resulting holes be filled by cement mortar. All fine caused by form

joints, all cavities produced by the removal of form ties and all other holes and depressions honeycomb spots,

broken edges or corners and other defects shall be thoroughly cleaned, saturated with water and carefully pointed

and rendered true with mortar of cement and fine aggregate mixed in the proportions used in the grade of concrete

that is being finished and of as dry consistency as is possible to use. Considerable pressure shall be applied in

filling and pointing to ensure thorough filling in all voids. Surfaces which are pointed shall be kept most for a period

If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or character as to effect

the strength of the structure materially or to endanger the life of the steel reinforcement, he may declare the

concrete defective and require the removal and replacement of the portion of the structure affected.

4.0 Mode of measurement and payment:

4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete laid in

excess of section shown on drawings or as directed shall not be measured. No deduction shall be made for –

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and steps etc.

up to 500 Sq. Cm. in section.

(b) Opening up to 0.1 Sq. M.

4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position, vibrating and

compacting, finishing, as directed, curing and all other incidental expenses for producing concrete of specified

strength. The rate excludes the cost of form work.

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

5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :

(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals beams girders

and cantilever up to floor two level (C) Columns, pillars, posts and struts up to floor two level (D) Staircase up to

floor two level (E) Vertical and horizontal fins up to floor two level.

1.0 Materials & Workmanship

1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be carried out for

reinforced concrete work for work as specified in item 1.2. In addition, the following stipulations shall be followed

(a) The bars shall be kept in position by the following methods:

(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar 1:2 (1 cement :

2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the specified cover shall be placed between

the bars and shuttering as to secure and maintain the requisite cover of concrete over the reinforcement.

In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be held in position by

introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.

(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes with slotes

accurately out in them. The temphtes shall be removed after concreting has been done below it. The bars may

also be suitably tied by means of annealed steel wires to the shuttering to maintain their position during concreting.

1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are to be attached or

bounced to later on, shall be protected with a coat of thin neat cement grout, if the bars are not likely to be

incorporated with succeeding mass of concrete within the following 10 days. This coat of thin neat cement shall be

removed before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

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

Item No 7 : P/F good qualitity HDPE plastic cover of requried size by jointing the pices of cover by special sewing

& using chemical adhesvies to retain water in kund. Rate also incl. labour work for setting cover in

P/F good qualitity HDPE plastic cover of requried size by jointing the pices of cover by special sewing &

using chemical adhesvies to retain water in kund. Rate also incl. labour work for setting cover in situ. The

Work Should be done as per instruction of Engg.incharge

For detailed specification refer R.A.

Mode of measurement: The rate shall be for a unit of smt basis

Item No 8 Providing and fixing of 2mm Aluminium/4mm ACP sheeting fixed with Type-4 Class B High Intensity

Grade Sheeting as per IRC 67:2012 reflective sheeting of size including lettering and signs as

applicable.(Sor Year 2023-24.Item No.M1048)

Making necessary diversion board as per trafic requirment of size 0.90X0.60 with 2mm Aluminium/4mm

ACP sheeting fixed with Type-4 Class B High Intensity Grade Sheeting The Work Should be done as

per instruction of Engg.incharge.

For detailed specification refer R.A.

Mode of measurement: The rate shall be for a unit of Smt Basis.

Item No 9 Providing and operation dewatering Pump including fuel charges & operator Charges etc. as directed

etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be allowed for non working

condition of machinery )

Providing and operation dewatering Pump including fuel charges & operator Charges etc. as directed etc.

comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be allowed for non working

condition of machinery )The Work Should be done as per instruction of Engg.incharge.

Mode of measurement: The rate shall be for a unit of Shift basis

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER STANDARD P.W.D. TECHNICAL

SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE

ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR THE SAME I AGREE TO ABIDE BY THEM.

Conctractor's Signature Additional City Engineer

Address & Mobile no. ( West Zone)

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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

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be entertain regarding

* 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

Important Note:-

As well as Considered Item Specifications as Per Item Given, not by serial number, the specifications of items which are

not mentioned in BOQ Item, Specifications should be considered as per AMC Sor Current Approved Rates for Civil and

Electrical Works, as per Available on Site of Ahmedabadcity.gov.in All the Specifications should be Considered as per

Schedules Rates of R & B Division of both civil and Electrical Works. Hence it an ARC Tender All the Quantity Would Vary

as per Instruction of Engineer in Charge. No Rate would be given Extra for Increase or Decrease in the Quantity of The

BOQ Scheduled Items.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP ( West Zone)

(A) Guarantee issued by following bankswill be accepted as SD/EMD on permanentbasis.

(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.

(2) Private Sector Banks authorized by RBI to undertake State Government

Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)

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

(1) Commercial Banks :

(1) Kotak Mahindra Bank

(2) RBL Bank (The Ratnakar Bank Ltd.)

(3) IndusInd Bank.

(4) Karur Vysya Bank.

(6) FEDERAL Bank.

(7) SOUTH INDIAN Bank.

(2) Co-Operative Banks of Gujarat

(1) The Kalupur Commercial Co-Operative Bank Ltd.

(2) Rajkot Nagarik Sahakari Bank Ltd.

(3) The Mehsana Urban Co-Operative Bank Ltd.

(4) Nutan Nagarik Sahakari Bank Ltd.

(5) Saurashtra Gramin Bank.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no

4 Permanent account no. (PAN no.)

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SPECIAL CONDITION OF CONTRACT

1.0 The Contractor shall have to maintain all required registers for quality control, material management and

progress of the work as per the AMC's prevailing circulars and as directed by engineer- in-charge on daily basis.

1.1 Contractor has to manage proper storage of all the materials.

1.2 Contractor has to use good shuttering material for the project.

1.3 Contractor has to take all risk policy & workman compensation policies of the project & should be effective up to

handing over the possession. Incase of any Incident i.e. fatal accident that occurs at site, complete responsibility

will be of the Contractor.

1.4 Contractor is responsible for all liasioning for seeking all the permission required during the construction.

1.5 Municipal Commissioner reserves the rights to reduce / increase the scope of work up to any extent without

assigning reason thereof and the contractor has to execute the BOQ items at his tender rate

1.6 All rates quoted by the contractor to be inclusive of all applicable taxes (GST).

1.7 The Contractor shall make his own arrangements for the engagement of all staff and labour, local or other, and

for their payment, housing, feeding, transport and other facilities according to prevailing labour laws.

1.8 AMC may at its discretion no coplains/no work for a period, single or multiple works at any given time. once

the work is given by SMS, Phonecalls, Whatsapp, Letter; the contractor has to attend the work within 24 hours.

Failure of the same shall invite penalty of 10,000/- per occurance. Repeated failure of more than 3 times, the

contractor shall be blacklisted. No further claim shall be entertained and the work shall be carried out of

current market rate and supervision charges of 27% at the risk and cost of contractor after the due date of

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at different sites

simultaneously. Contractor's having labour force available during festivals shall only apply. Contractor 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-

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to mean as a

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

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of specific mention of a

particular point or aspect, the provisions on these particular points, or aspects in the relevant Indian Standards

shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to the following

(i) Length, width and depth (height)------- 0.01 Meter.

(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-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall be stone at

site of work in a systematic manner. Materials shall be stored in such a manner as to prevent damage,

deterioration or intrusion of foreign matter and to-ensure the preservation of their quality and fitness for the

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the site of work

within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient numbers and in good

working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the particular item.

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

levels, alignment of the works during execution shall be kept in sufficient numbers and in good working condition

on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or over loading of the

various components of the structure during execution or after completion of the structure.

29. All necessary safety measures and precaution (including those laid down in the various relevant Indian Standards)

shall be taken to ensure the safety of men, materials and machinery on the works as also of the 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 & STAMP ADDL.CITY ENGINEER

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 01 Monthafter the order to start the works. Progress of work should be in

proportion to time limit.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The contractor shall

arrange for barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible for any

damage to public. If any incident happen, during the execution of work. In case of dispute for unseen or overlooked

items the decision of the Dy. City Engineer shall be final. The contractor shall have to give site clean of all rubbish

during the work and at the time of completion of work and hand over the site with final finishing of the work as

directed. All the rejected materials shall be removed from site within 24 hours by contractor at this risk and cost.

Debris shall have to cart daily from site.

If any extra item crops up during the progress of work the same shall be carried out by the contractor and he shall

be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR

than based on current market rates. In case of extra item decision of Add. City Engg. shall remain final regarding

If in the interest of the Corporation it is necessary to change either any site or the design of the propose work the

contractor shall carry out the same at his quoted rates without charges any extra and the contractor will have to

carry out the works and he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes in

site and design is entertained.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will be fully

responsible for compliance of the various provisions under contract Act. 1970 and the Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of the tenders for this

work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If

any tenderer withdraw or makes any modifications or addition in the terms and conditions of his tender not

acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any right or remedy

be at liberty to forfeit in full the said earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty of

Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor.

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

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

draft or in cash.

iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can

be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building

Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites sealed Tender

document from reputed and qualified bidders for the construction of Works detailed in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No. value of works (Rs.) Money Period

1 Construction of Ganesh Kund at Rs. 14,99,475.13 Rs.15,000/- 01 Months

Sahitya Parisad Near Sabarmati

river front in Navrangpura ward

2. Interested bidders shall download the tender documents from AMC’s website

www. amcnprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be Rs.900.00 in the form of Demand Draft / Pay Order

from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER, Ahmedabad, payable at Ahmedabad, which

shall be non refundable.

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works in the above

Table payable at Ahmedabad and drawn in favour of MUNICIPAL COMMISSIONER, Ahmedabad, payable at

Ahmedabad,. Earnest Money Deposit will have to be specified in Clause 2 of Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr. Ramanbhai Patel

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

6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal Corporation, 2nd Floor,

Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-380013.

in the presence of bidders or their representatives who choose to attend. In the event of the specified date of bid

submission/opening being declared a holiday for the Employer, the bids shall be received /opened on the next

working day at the same place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender fee & EMD (Draft

/DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate envelope (marked as

“original” and other marked as “Duplicate”) in schedule time by RPAD/ Speed Post/ Hand Delivery in duplicate. The

Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

If the outer envelope is not sealed and marked as above, the Employer will assume no responsibility for the

misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the bidder.

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1 The Employer will open the technical bid of physically submitted document of all the bids received for the package

(except those received late) containing the sealed Tender volume and other enclosures then announce the names of

bidders in the presence of bidders or their representatives who choose to attend on the date and time mentioned in

the NIT In the event of specified date of bid opening being declared as a holiday for the Employer, the Tender will be

opened at the appointed time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer at the opening will

announce bidder’s names, , the presence/or absence of EMD, the amount and validity of EMD furnished with each

bid, is valid registration and such other details, as the Employer may consider appropriate.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the Invitation for Bid and has

not been furnished in the form, the bid shall be rejected by the Employer as non-responsive and the Tender volume

will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with valid EMD will be

taken up for further evaluation. In case, the Bank does not confirm the EMD, the bid shall be rejected as non-

responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly signed, meets the

eligibility and qualification criteria, has the required available bid capacity, is accompanied by the requisite

certificates, undertaking and other relevant information specified in the bid documents and is substantially responsive

to the requirement of the bidding documents and provides any clarification for ascertaining the correctness of the

information/details.

2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not subsequently be

made responsive by correction or modification or withdrawal of the nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined to be substantially

responsive in accordance with Clause 2 and qualified for award of Contract in accordance with Clause 5 (General

Terms and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and time. In the

event of specified date of bid opening being declared bidders who qualify the criteria then bidder bid will be

considered for opening of price bid.

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be substantially responsive to

the bidding documents and who has offered the lowest Evaluated Bid Price, provided that such bidder has been

determined to be (i) eligible in accordance with the provisions of Clause 3(General Terms and Condition); and (ii)

qualified in accordance with the provisions of Clause 5(General Terms and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify the successful

bidder by cable/fax and confirmed by registered letter that his bid has been accepted. This letter shall name the sum

which the Employer will pay the Contractor in consideration of the execution, completion and maintenance of the

Works by the Contractor as prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving letter of Indent.

Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his discretion, ask any

bidder for authentication the correctness of the information/details furnished by him in his bid. Such request by the

Employer and the response by bidder shall be in writing or by cable/fax.

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid from the time of

bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid comparison or contract

award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and recommendations for

the award of a contract shall not be disclosed to bidders or any other persons not officially concerned with such

process until the award to the successful bidder has been announced. Any effort by a bidder to influence the

Employer's processing of bids or award decisions may result in the rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for itself on its own

responsibility all information that may be necessary for preparing the bid and entering into a contract for

construction of the Works. The costs of visiting the Site shall be at the bidder’s own expense.

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter its premises and

lands for the purpose of such inspection, but only upon the express condition that the bidder, its personnel and

agents, will release and indemnify the Employer and its personnel and agents from and against all liability in respect

thereof and will be responsible for death or personal injury, loss of or damage to property and any other loss,

damage, costs and expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

The bidder shall bear all costs associated with the preparation and submission of his bid and the Employer will in no

case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be valid for 28 days

beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly as Early as

possible as but not later than 28 days after the expiration of the period of bid validity.

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned when the bidder has

furnished the required performance security and signed the agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

b) in the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful bidder shall deliver

to the Employer, a Initial Security Deposit Shall be submitted as per C.E. Circular.in the form of a Bank Guarantee/

DD/Locle MICR cheque for an amount equivalent to 5% (five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At present a policy is

framed by Audit department of AMC to charge 4% interest for the balance period and discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as per format shall be

issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released along with release

of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the same.

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. & As per AMC Rule

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding GST) etc. on material

procurement or any other component for the works from any source shall be borne by the contractors.

10. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the road i.e. public and

vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic blinkers, traffic signs as per design,

safety tapes etc. to be arranged at site. Necessary florescent marking on traffic signs to be provided so that it should

be visible at night. During night working hours safety in charge personnel shall be provided with florescent jackets.

The Contractor has to make all the necessary arrangements for making all the temporary diversions for proper

working at site including traffic signages, safety cones, traffic blinkers, barricading tapes, red and green flags etc for

making easy smooth and safe conditions for the traffic. The Contractor shall and must provide above at his own

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or new connection on

behalf of AMC. It includes filling the necessary application to power Supply Company, follow up and getting the

supply, filling the necessary test reports to the power supply company. All official fees including security deposits and

other expenses shall be of initially paid by the contractor.

 Contractor shall not sub-let the work without permission of the authority.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall be deducted

against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any other state Govt.

or institutions. Copy of registration should be attached with tender document. Tenderer who was not registred in AMC

must be get registred in panel of approved AMC contractor.

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

slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2 liquidated damages for delay shall be

overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

3. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved" by the Engineering in

4. 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.

5. 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.

6. 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.

7. Definite particulars covered in the items of work, though not mentioned or elucidate in its specifications shall be deemed

to be included therein.

8. 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.

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

10. All materials including those of electrical shall be got approved by the Engineer in charge/ Architect before using them in

11. 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.

12. All work shall be carried out in a manner as per standard engineering practice.

13. 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. All excavated trench shall be kept covered with barricade and caution tap.

14. 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.

15. 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.

16. 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.

17. 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.

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. 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.

20. 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.

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned tender and

resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order shall be issue to contractor and

the time limit shall be start from the date of issue of the written work order to the contractor.

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned tender and

resolution .Within 15 days contractor has to submit SD and after reciveing SD work order shall be issue to contractor and

the time limit shall be start from the date of issue of the written work order to the contractor.

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand draft / cheque or Bank

Guarntee of nationalized bank/scheduled bank only. Contractor shall have to sign contract paper with AMC. The

contractor shall be fined 4% of interest per year for delay in submission of S.D and shall be deducted from contractor’s

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or His Designeted

Officer will be final and binding to the Contractor.

23. 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.

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

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will be payable by the

26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall be paid.

27. 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 documents.

28. 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.

29. 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 Authorities.

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.

30. 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.

31. No advance such as secured advance machinery advance, mobilization advance or materials advance will be given.

32. 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.

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

34. 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

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

increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

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

36. 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.

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

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other special reason (like site is not

available and due to unavoidable circumstances arise), after evaluation of situation the actual date of starting of work

will be consider after approval of Dy.M.C. (West zone)

39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the scope of work.

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done by the contractor.

41. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 01 months 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

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 (180) 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 the penalty as per rule & tender condition 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:-

v) Conditional tender shall not be accepted.

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

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

viii) 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'SSIGNATURE ADD.CITY ENGINEER

& STAMP (West Zone)