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Tender Value
₹100.0 L
EMD Value
₹99,996
Closing Date
30 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Dy.Minicipal Commissioner - West Zone
Construction of Masonary Compound wall at different A.M.C Plot possession given by Estate Department in CHANDKHEDA Ward West Zone.
296586
9/25-26 (T.N.66)
Open
Civil Works - Others
Ahmedabad
4 documents required · 0 mandatory · 4 optional
₹2,400
Municipal Commissioner, Ahmedabad
₹99,996
14 Apr 2026
14 Apr 2026
14 Apr 2026
30 Apr 2026
14 Apr 2026
Name of work: Construction of Masonary Compound wall at different A.M.C Plot possession given by
Estate Department in CHANDKHEDA Ward West Zone.
Tender Invited on Behalf of AMC, West Zone.
Assistant Manager, West Zone,
Dr. Ramanbhai Patel Bhavan,
Usmanpura, Ahmedabad.
AHEMDABAD MUNICIPAL CORPORATION
MEMORANDUM OF WORK IN BRIEF
1. Name of Work : Construction of Masonary Compound wall at different A.M.C Plot
Possession given by estate department in Sabarmati ward at West
2. Tender Estimated Cost : Rs:-9999559.60
: 1% of the Tender Cost in the form of Rs. 99,996.00 (D.D. / Pay
3. Earnest Money
- Order / Local Micr Check/B.G.)
4 Tender Fee Rs : Demand Draft of Rs.2400.00
5 S.D. : 5 % of tender amount
6. Time-Limit : 12 months
7. Validity Period : 120 Days
8. (i) Last Date of Submission :
(ii) Mode of Sending : a) In Sealed cover in duplicate copies by Registered Post A.D,
or by Courier.or hand delivery
b) Tender sent by ordinary post will be rejected out right.
(iii) Description essential : a) Name of work, Tender Notice No. & Tender No.
to be made on sealed cover b) Date of receiving tender by Corporations.
(iv) Mode of quoting rates :
in Schedule of Quantities In Figures as well as in words.
9. Date of Opening : Dt. 01.04.2026 , 3:00 PM
10 Place of Submission & : Submission of EMD. Tender fee and other Documents during
Opening of Tender office hours: On date. 01.04.2026 & 12:00 pm West Zone, 2nd
Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan,
Usmanpura.Ahmedabad Municipal Corporation, W.Z. Office,
Ahmedabad-380013.
11 Penalty Due to Delay of (1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)
work Rs.2500 per day (for tenders amounting above 10 Lakhs and upto
30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above
Lakhs) but not more then 10% of bill
12 Defect Liability : As per ‘B-1 Form Close
Whenever a work is allotted by Engineering staff, whether minor or
major of part thereof of any amount, the contractor shall be bound
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
Time permitted to start as above by contractor the contractor shall be levied penalty of (1)
parts of work 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
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
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• All the circulars which were published by Authorities of AMC time by time will be applicable on
said Tender and bound to bidder with out any condition.
• Conditional tenders will not be accepted in any case. Municipal Commissioner reserves the rights
to reject any or all the tenders without assigning any reasons thereof.
• The authorized signatory holding Power of Attorney shall only be the Digital Signatory. In case
authorized signatory holding Power of Attorney and Digital Signatory are not the same, the bid
shall be considered non-responsive.
Seal and Signature of the Bidder Additional City Engineer
Date: Ahmedabad Municipal Corporation
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT- WEST ZONE.
Name of Work:- Construction of Masonary Compound wall at different A.M.C Plot Possession given by estate
department in Sabarmati ward at West Zone
Sr.No. Qty Items Rate Per Amount Rs.
1 20 Demolition of Brick work and stone masonry 544.95 Cu.M.
including stacking of serviceable materil as
and disposalof unserviceable materials with all
lead and lift.(ii) In Cement Mortar.
2 20 Demolition including stacking of serviceable 1047.38 Cu.M.
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
3 80 Removing and scraping of old deteriorated 19.38 Smt
plaster of any thickness from wall /
R.C.C member including stacking of
serviceable material and disposal of
unserviceable from site of work with all lead and
4 480 Excavation for foundation up to1.5 m depth 115.92 Cmt
including sorting out and stacking of useful
materials and disposing of theexcavated stuff
upto 50 Meter lead.(A) Loose or soft soil
20 1.5 to 3.0 mt.depth 128.52
5 60 Providing and laying cement 2492.51 Cmt
concrete1:5:10 (1-Cement: 5- coarses sand
and:10-hand broken stone aggregates 40mm
nominal size) and curing complete
excluding cost of formworkin (A) Foundation
and Plinth (upto 10 ton).
6 0 Providing and laying controlled cement
concrete / Ready Mix Concrete of M-200
and curing complete, excluding the cost of
form work and reinforcement for reinforced
concrete work in:
(A) 75 Foundations, footings, base of columns, and 3977.88 Cu.M.
(B) 70 Walls from top of foundations /level up to floor 4484.17 Cu.M.
(C) 100 Slabs,landing,shelves,Balconies Lintels, Beams, 4460.36 Cu.M.
Girders and Cantilever upto floor two level.
(D) 100 Columns, pillars, posts, and struts, up to floor 4558.2 Cu.M.
(E) 0 Staircase up to floor four level. (excluding 5418.91 Cu.M.
(K) 0 Vertical and horizontal fins up to floor four 4701.97 Cu.M.
7 0 Brick work using common burnt clay
building bricks having crushing strength
not less than 35kg./Sq.Cm.in foundation
and plinth in Cement Mortar1:6 (1-Cement
:6 - fine sand)
50 (A) Conventional (upto 10 ton) 3981.21 Cmt
0 B) Modular 4241.7 Cmt
8 0 Extra Rate for brickwork in Above Item for
super structure above plinth level upto floor
two level (B) Conventional
a 500 (A) Conventional (upto 10 ton) 4253.46 Cmt
9 36800 .Providing TMT Bar FE 415 reinforcement for 66.59 Kg.
R.C.C. work including bending, binding and
placing in position complete up to floor two level
10 2800 Providing 15 mm thick cement plaster in 174.83 Sqm
single coat on Rough (Similar) side of single or
half brick walls for interior plastering up to
floor two level and finished even and smooth
in (i) Cement mortar 1:3 (1-cement :3-sand)
11 2800 Providing 20mm thick sand faced cement plaster 297.68 Sqm
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.
12 2400 Providing and fixing M.S. grills of required 100.17 kg
pattern to wooden frames of windows etc. with
M.S. flats at required spacings and frame
alround, square or round bars with round headed
bolts and nuts or by screws (A) Plain Grill. (upto
13 0 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 upto
floor four level
a 10 Foundation, footings, bases of columns etc. 171.68 Smt
and mass concrete.
b 1160 (B) Flat surfaces such as soffits of supspened 252 Smt
floors slabs Landings and the like. (1) Floors etc.
upto 200 mm in thickness.
c 0 (B) Flat surfaces such as soffits of suspended 270.9 Smt
floor roof slabs Landings and the like. (2) Floors
etc. above 200mm in thickness.
d 1000 Vertical surface such as walls (any thickness) 229.95 Smt
partitions and the like including attached
buttresses & string course & the like.
e 1160 (ii) Sides And Soffits Of Beam, Haunchings 192.15 Smt
Cantilevers, Girders, Bressumers And
Lintels Not Exceeding 1 M In Depth.
f 1160 (G) Columns PillarsPosts and struts. (1) Square 297.68 Smt
Rectangular Polygonal in plan.
g 0 (2) Circular or curved in plan. 422.1 Smt -
h 0 (H) (2) Sides and soffits of Beams Beam 259.88 Smt -
Haunchings canti-levers Girders Bressumers and
Lintels exceeding 1M.in Depth.
14 4500 Finishing wall with weather proof exterior 113.4 Sqm
emulsion paint on wall surface (two coats)
to give an required shape even shade after
thoroughly brushing the surface to remove all
dirt, and remains of loose powdered
materials.etc complete
15 300 Filling available excavated earth (excluding 129.1 Cmt
rock) in trenches, plinth, sides of foundations
etc. in layers not exceeding 20 cm. in
depth consolidation each deposited layer by
ramming and watering.
16 300 Conveyance charge of Earth,Lime, Murrum, 235.51 Cu.M.
building rubbish earch manure or sludge and
excavated rock and fly ash,aggregate of any kind
etc.comp.upto 5 km lead.
17 500 Providing and fixing 1.20 Metre high fencing 385.4 Rmt
with 2.0 Metre long M.S. Angle posts 40mm x
mm x6 mm and oil painting 3 coats fixed at
Mt,C/c. with five Horizontan lines and two
diagonals of galvanised steel barbed wire
weighting 9.38 Kg. per 100 Metre, strained and
fixed to posts with G.I,staples including fixing the
postsin ground with 0.5 M x 0.5.M x 0.5 M. block
in C.C1:5:10 etc complete
(in words also)
CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER
& STAMP (West Zone)
The Rates are Exclusive of G.S.T. Prevaling G.S.T Will be paid Seperatly.
Contractor’s Quoted Rate: -
Net Quoted Tender Amount Rs.
Seal and Signature of the Bidder Addl.City Enginee
Date: (West Zone)
AMC Finance dept. circular No –10,Dt.05/08/2024
(A) A. Guarantees issued by following banks will be accepted as SD/EMD on
permanent basis. All nationalized Banks
(B) B. Guarantees issued by following banks will be accepted as SD/EMD for the
period up to March- 31, 2025. The validity cut-off date in the GR is with respect to
the date of issue of Bank Guarantee irrespective of the date of termination of Bank
1. Commercial Banks :-
1. A U Small Finance Bank
3. Bandhan Bank
4. City Union Bank
6. DBS Bank India Limited
8. Equitas Small Finance Bank
9. Federal Bank
14. IDFC First Bank
15. IndusInd Bank
16. Jana Small Finance Bank
17. Karnataka Bank
18. Karur Vysya Bank
19. Kotak Mahindra Bank
20. South Indian Bank
21. Tamilnadu Mercantile Bank
22. Utkarsh Small Finance Bank
2. Co-operative and Rural Banks Of Gujarat :-
1. The Ahmedabad Mercantile Co-operative Bank Limited
2. Kalupur Commerical Co-operative Bank Limited
3. Nutan nagrik Sahakari Bank Limited
4. Rajkot Nagarik Sahakari Bank Limited
5. Saraswat Co-operative Bank
6. SVC Co-operative Bank
7. The Cosmos co-opretive Bank
8. Baroda Gujarat Gramin Bank
9. Saurashtra Gramin Bank
10. The Gujarat State Co-Operative Bank
11. The Mehsana Urban Co-operative Bank Limited
12. The Surat District Co-operative Bank
13. The Surat Peoples Co-operative Bank
Seal and Signature of the Bidder Addl City Engineer (West Zone)
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
DETAILS OF BANK ACCOUT
1 Contractor's name
3 Telephone/ mobile no
4 Permanent account no. (PAN
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
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
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
1.9 All Bidders follow all terms & conditions as per Gujarat sarkr shram, kaushaly vikas nd rojgar
vibhag reso. LED / WRT/e-file/11/2024/0293/M2 Sachivalay, Gandhinagar D: 15.02.2024
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-in-charge.
12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to
mean as a reference to the latest edition of the same in force on the date of agreement.
13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of
specific mention of a particular point or aspect, the provisions on these particular points, or
aspects in the relevant Indian Standards shall be referred to.
14. All measurements and computations, unless otherwise specified, shall be carried out nearest to
the following limits:
(i) Length, width and depth (height)------- 0.01 Meter.
(ii) Areas -----0.01 Sq. Mt.
(iii) Cubic Contents ------0.01 Cu.Mt.
15. The distance, which constitutes lead, shall be determined along the shortest practical route and
not necessarily the route actually taken. The decision of the Engineer-in-charge in this regard
shall be taken as final.
16. Where no lead is specified, it shall mean "all leads"
17. Lift shall be measured from plinth level.
18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,
specifications shall be deemed to be included there in.
19. Reference to specifications of materials as made in the detailed specification of the items of
work is in the form of a designation containing the number of the specification of the material
and prefix 'M' e.g. 'M-5'.
20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve
the contractor from the responsibility of replacing defective material brought on site or
materials used in the work found defective at a later date.
21. The contract rate of the item of work shall be for the work completed in all respects.
22. No collection of materials shall be made before it is got approved from the Engineer-in-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 work.
24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from
the site of work within 24 hours.
25. No materials shall be stored prior to, during and after execution shall be kept in sufficient
numbers and in good working condition on the site of the work.
26. All works shall be carried out in workmanlike manners per the best techniques for the particular
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
29. All necessary safety measures and precaution (including those laid down in the various relevant
Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the
works as also of the work itself.
30. The testing charges of all materials shall be borne by the Contractor unless recovery at one
percent towards testing charges is separately made.
INSTRUCTION TO TENDERERS
TENDER VALIDITY PERIOD:
The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days
(120) from opening of price bids.
SECURITY DEPOSIT
Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall
furnish to the Corporation Security Deposit of 5% (five percent) of the contract price cheque or
Bank Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.
CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER
& STAMP (West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL SPECIFICATION
Time limit for the work shall be 12 Months after the order to start the works. Progress of work should
be in proportion to time limit.
The contractor shall be remain responsible for Workmen’s compensation if any accident. The
contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.
He shall be responsible for any damage to public. If any incident happen, during the execution of work.
In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final.
The contractor shall have to give site clean of all rubbish during the work and at the time of completion
of work and hand over the site with final finishing of the work as directed. All the rejected materials
shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart
daily from site.
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.
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
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
ENGINEERING DEPARTMENT
STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS
Name of Work: Construction of Masonary Compound wall at different A.M.C Plot Possession given by
estate department in Sabarmati ward at West Zone
Demolition of Brick work and stone masonry including stacking of serviceable
materil as and disposalof unserviceable materials with all lead and lift.(ii) In Cement
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND
INSTRUCTIONS GIVEN BY ENGG-IN CHARGE
The rate shall be for a unit of Cmt
The rate shall be for a unit of Cmt
Demolition including stacking of serviceable materilas and disposal of unserviceable
materials with all lead and lift. (i) R.C.C. work
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND
INSTRUCTIONS GIVEN BY ENGG-IN CHARGE
The rate shall be for a unit of Cmt
The rate shall be for a unit of Cmt
Removing and scraping of old deteriorated plaster of any thickness from
wall / R.C.C member including stacking of serviceable material and disposal
of unserviceable from site of work with all lead and lift
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND
INSTRUCTIONS GIVEN BY ENGG-IN CHARGE
The rate shall be for a unit of Smt
The rate shall be for a unit of Smt
Item No. 4 Excavation for foundation upto 1.5 M depth including sorting out and
stacking useful materials disposing of the excavated stuff upto 50 meter lead in loose or
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 50 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
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.
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.
Item No. 4a 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.(C) Hard Murrum
The rate shall be for a unit of one cubic meter.
Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-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
Kg. by weight (0.0342 Cu. M) for different proportions of mix shall be as under:
Grade of Total quantity of Proportion of fine Quantity
concrete dry aggregate by aggregate to of water
volume per 50 coarse aggregate per
Kgs, of cement to Kgs. of
be taken as the cement
sum of individual maximum
volume of fine and .
M-100 (1:3:6) 300 Liters Generally 1:2 for 34 Liters
M-150 (1:2:4) 220 ” fine aggregate by 32 “
M-200 (1:1 1/2 :3) 160 “ volume but subject 30 “
M-250 (1:1:2) 100 “ to and upper limit of 27 “
1:1/2 and lower limit
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 satisfactory.
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 shall be made.
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
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 concrete.
No concrete shall be placed in any part of the structure until the approval of the
Engineer-in-charge has been obtained.
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 other cases.
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
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
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 of 14 days.
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 7 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 No. of Quantity of concrete No. of
concrete in the samples in the works samples
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 cases.
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/Cm2 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 200 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 25 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 of 25 hours.
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 for :
(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
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.
Providing and laying controlled cement concrete / Ready Mix Concrete of M-
200 and curing complete, excluding the cost of form work and reinforcement
for reinforced concrete work in:
Work should be done as per instruction of Engg. In charge.
Mode of Measurement shall be on cubic meter basis.
Brick work using common burnt clay building bricks having crushing strength not less
than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand)
(A) Conventional (upto 10 ton)
Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick
shall conform to M-15 Cement mortar shall conform to M-11.
The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.
Wetting of bricks:
The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before
use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of
through wetting of bricks.
Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except
when necessary to complete to bond; closer in such case shall be cut to required size and used near the
A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall
first be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side
face shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of
course, the vertical joints shall be fully filled form the top with mortar.
The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint
shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other.
The thickness of brick course shall be kept uniform.
The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s
sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent
checking during the progress of work.
Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected
brick work shall be kept not more than one meter over the rest of the work. Where this is not possible,
the work shall be raked back according to bond (and not left toothed) at an angle not steeper than
All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in
wall shall be embedded in cement mortar.
Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed
mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,
when the mortar is still green so as to provide key for plaster or pointing to done.
The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping
Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a
period seven days. The top of masonry work shall be kept well wetted at the close of the day
Preparation of foundation bed:
If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose
materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the
top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for
the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush
with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the
thickness of the flooring.
Mode of measurements and payment:
The measurements of this item shall be taken for the brick masonry fully completed in foundation up to
plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.
Battered, tapered and curved portions shall be measured net.
No deduction shall be made from the quantity of brick work nor any extra payment made for embedding
in masonry or making holes in respect of following items:
Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area
does not exceed 500 Sq. cm.
Opening not exceeding 1000 Sq. cm.
Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed 10 Cms.
and the bearing does not extend to the full thickness of wall.
Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.
for concealed wiring.
Forming chases of section not exceeding 350 Sq. Cm. in masonry.
Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,
throating and making Arches over the aperture be paid for separately.
The rate shall be for a unit of one cubic meter.
Extra for brickwork in super structure above plinth level upto floor two level (B)
Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-
6. Brick shall conform to M-15 Cement mortar shall conform to M-11.
The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.
Wetting of bricks:
The bricks required for masonry shall be thoroughly wetted with clean water for about two
hours before use or as directed. The cessation of bubbles, when the bricks are wetted with
water is an indication of through wetting of bricks.
Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be
used except when necessary to complete to bond; closer in such case shall be cut to required
size and used near the ends of walls.
A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick
shall first be properly bedded and set home by gently tapping with handle of trowel or wooden
mallet. It side face shall be flushed with mortar before the next brick is laid and pressed against
it. On copletion of course, the vertical joints shall be fully filled form the top with mortar.
The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all
vertical joint shall be truly vertical. Vertical joints in alternate course shall generally be directly
one over the other. The thickness of brick course shall be kept uniform.
The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges,
mason’s sprit level, square half meter rub, and pins, string and plumb shall be kept on the site
of work for frequent checking during the progress of work.
Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the
connected brick work shall be kept not more than one meter over the rest of the work. Where
this is not possible, the work shall be raked back according to bond (and not left toothed) at an
angle not steeper than 45 degrees.
All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to
be built in wall shall be embedded in cement mortar.
Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not
exceed 12 mm. The face joints shall be raked out as directed by taking tools daily during the
progress of work, when the mortar is still green so as to provide key for plaster or pointing to
The face of brick shall be cleaned the very day on which the brick work is laid and all mortar
dropping removed.
Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the
faces for a period seven days. The top of masonry work shall be kept well wetted at the close
Preparation of foundation bed:
If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of
all loose materials, cleaned and wetted before starting masonry. If masonry is to be laid on
concrete footing, the top of concrete shall be cleaned and moistened. The contractor shall
obtain the engineer'’ approval for the foundation bed, before foundation masonry is started.
When puccas flooring is to be provided flush with the top to plinth, the inside plinth offset shall
be kept lower than the outside plinth top by the thickness of the flooring.
Mode of measurements and payment:
The measurements of this item shall be taken for the brick masonry fully completed in
foundation up to plinth. The limiting dimensions not exceeding those shown on the plans or as
directed shall be final. Battered, tapered and curved portions shall be measured net.
No deduction shall be made from the quantity of brick work nor any extra payment made for
embedding in masonry or making holes in respect of following items:
Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross
sectional area does not exceed 500 Sq. cm.
Opening not exceeding 1000 Sq. cm.
Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not
exceed 10 Cms. and the bearing does not extend to the full thickness of wall.
Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors,
Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and
pipes etc. for concealed wiring.
Forming chases of section not exceeding 350 Sq. Cm. in masonry.
Apertures for fire places shall not be deducted nor shall extra labour required to make splaying
of jambs, throating and making Arches over the aperture be paid for separately.
The rate shall be for a unit of one cubic meter.
Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and
placing in position complete up to floor two level (up to 10 ton)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND
INSTRUCTIONS GIVEN BY ENGG-IN CHARGE
The rate shall be for a unit of kg
Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of single or
half brick walls for interior plastering up to floor two level and finished even and smooth
in (i) Cement mortar 1:3 (1-cement :3-sand)
Mode of payment shall be in Sqm
Providing 20mm thick sand faced 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.
The specification is as per above Item except thickness of the plaster is 20 mm sand faced and
mm th. Backing coat in C.M. (1:3) and 8 mm thick finishing coat no machine paster will be allowed for
spray od sand for plastering etc comp as directed by Engg i charge.
Mode of measurements & payment : The rate shall be for a unit of one Square Meter.
Water M-1. The Cement mortar of proportion 1:3 shall conform to M-13.
Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound.
These shall be properly examined before erection and use Stage scaffolding shall be provided
for ceiling plaster, which shall be independent of the walls.
Preparation of back-ground :
The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence
and other foreign matter by water or by brushing. Smooth surface shall be roughened by wire
brushing if it is not hard and by racking if it is hard. In case of concrete surface, if a chemical
retarder has been applied to the form work, the surface shall be roughened by wire brushing
and all the resulting dust and loose particles cleaned off and care shall be taken that none of
the retarder is left on the surface. Trimming of projections on brick/concrete surface where
necessary shall be carried out to get an even surface.
Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient
period before carrying out the plaster work.
The work shall not be soaked but only damped evenly before applying the plaster. If the surface
becomes dry such area shall be moistened again.
For external plaster, the plastering operation shall be started from top floor and carried
downwards. For internal plaster, the plastering operations may be started wherever the building
frame and cladding work are ready and the temporary supporting ceiling resting on the wall of
the floor have been removed, Ceiling plaster shall be completed before starting plaster to walls.
Applications of Plaster :
The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than
2 metre intervals over the entire surface to serve as gauge. The surfaces of these gauges shall
be truly inplane of the finished plastered surface. The mortar shall then be applied in uniform
surface slightly more than the specified thickness, then brought to a true surface by working a
wooden straight edge reaching across the gauges with small upward and sideways movement
at a time. Finally, the surface shall be finished off true with a trowel or wooden float according
as a smooth or a sandy granular texture is required. Excessive trowelling or overworking the
float shall be avoided. All corners, arrises, angles and junctions be truly vertical or horizontal as
the case may be and shall be carefully finished. Rounding or chamfering corners, arrises
junctions etc. shall be carried out with proper templates to the size required.
Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster
which is partially set shall be rejected and removed forthwith from the site :
In suspending the work at the end of the day, the plaster shall be left out clean to the line
both horizontally and vertically. When recommending the plaster, the edges of the old work
shall be scraped clean and wetted with cement putty before plaster is applied to the adjacent
area to enable the two to properly joint together. Plastering work shall be closed at the end of
the day on the body of the wall and nearer than 15 cm. To any corners or arrises. Horizontal
joints in plasterwork shall not also occur on parapet tops and copings as these invariably lead
to leakage. No portion of the surface shall be left out initially to be packed up later on.
Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of
7 days. Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of
walls shall be avoided and only as much water as can be readily absorbed shall be used
excessive evaporation on the sunny or windward side of building in hot air or dry weather shall
be prevented by handling mattings or gunny bags on the outside of the plaster and keeping
Mode of measurement & payment :
The rate shall include the cost of all materials, labour and scaffolding etc, involved in the
operations described under workmanship.
All plastering shall be measured in square metres unless, otherwise specified length, breadth or
height shall be measured correct to a centimeter.
Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open joints
in brick work, stone work etc. or space between laths. Thickness of plaster shall be average
thickness with minimum 10 mm. at any point on this surface.
This item includes plastering upto floor two level.
The measurement of wall plastering shall be taken between the walls or partition (dimensions
before plastering being taken) for length and from the top of floor or skirting to ceiling for height.
Depth of cover of cornices if any shall be deducted.
Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured
For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of
joints, beams, posts, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for openings
exceeding 0.5 sq.mt. and not exceeding 3.0 sq. mt. in each area deductions and additions shall
be made in the following manner :
No deductions shall be made for ends joints, beams posts etc. and openings not exceeding
sq. mt. each and no addition shall be made for reveals, jambs, soffits, sills etc. of these
opening for finish to plaster around ends of joints, beams, posts etc.
Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made
as follows and no addition shall be made for reveals, jambs, soffits etc. sills etc. of these
When both faces of all wall are plastered with same plaster, deduction shall be made for one
When two faces of wall are plastered with different types of plasters or if one faces is plastered
and the other pointed, deductions shall be made from the plaster or pointing on the side of
frame for door, window etc. on which width or reveals is less than that on the other side but no
deductions shall be made on the other side. Where width of reveals on both faces of all are
equal, deductions of 50% of area of opening on each face shall be made from area of plaster
and/or pointing as the case may be.
For openings having door frames equal to projecting beyond the thickness of wall, full
deduction for opening shall be made from each plastered face of the wall.
In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but
jambs, soffits and sills shall be measured.
The rate shall be for a unit of one sq. metre.
Providing and fixing M.S. grills of required pattern to wooden frames of windows
etc. with M.S. flats at required spacings and frame alround, square or round
bars with round headed bolts and nuts or by screws (A) Plain Grill. (upto 10 ton)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND
INSTRUCTIONS GIVEN BY ENGG-IN CHARGE
The rate shall be for a unit of kg
Providing form work of ordinary timber planking so as to give a rough finish including
centering shuttering, strutting and propping etc. height of propping and centering below
supporting floor to celling not exceeding 4 m. and removal of the same for in site
reinforced concrete and plain concrete work in foundations, footing, bases of columns,
and mass concrete. ( up a to h)
The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.
The dimensions of scantlings and battens shall conform to the design. The strength of the
wood shall not be less than that assumed in the design.
The form work shall conform to the shape lines and dimension as shown on the plans and be
so constructed as to remain sufficiently rigid during the placing and compacting of the concrete.
Adequate arrangements shall be made by the contractor to safe guard against any settlement
of the form work during the course of concreting and after concreting. The form work of
shuttering, centering, scaffolding bracing etc shall be as per design.
Cleaning & Treatment of forms:
All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of
the form before the concrete is placed and the form work in contact with concrete shall be
cleaned and thoroughly wetted or treated. The surface shall be then coated with soap solution
applied before concreting is done. Soap solution for the purpose shall be prepared by
dissolving yellow soap in water to get consistency of paint. Alternatively a coat of raw linseed
oil or form oil of approved manufacture may be applied in case steel shuttering is used. Soap
solution or raw linseed oil shall be applied after thoroughly cleaning the surface. Care shall be
taken that the coating does not get on construction joint surface and reinforcement bars.
Stripping time:
In normal circumstances and where ordinary cement is used forms may be struck after expiry
of following periods:
Sides of walls columns and vertical faces of beam 24 to 48 hours.
Beams soffits (Props left under) 7 days.
Removal of props slabs
(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days
Removal of props to beams and arches
(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days
Procedure when removing the form work:
All form work shall be removed without such shock or vibration as would damage the reinforced
concrete surface. Before the soffits form work and struts are removed, the soffits and the
concrete surface shall be exposed where necessary in order to ascertain that the concrete has
sufficiently hardened.
The centering to be provided shall be got approved. It shall be sufficiently strong to ensure
absolute safely of the form work and concrete work before, during and after pouring concrete.
Watch should be kept to see that behavior of centering and form work is satisfactory during
concreting. Erection should also be such that it would allow removal of forms in proper
sequence without damaging either the concrete or the forms to be removed.
The props of centering shall be provided on firm foundation or base of sufficient strength to
carry the loads without any settlement.
The centering and form work shall be inspected and approved by the Engineer-in-charge
before concreting. But this will not relieve the contractor of his responsibility for strength,
adequacy and safety of form work and centering. If there is a failure of form work or centering,
contractor shall be responsible for the damages to the work, injury to life and damage to
All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting
shall be provided and removed on completion work by contractor at his own expense. The
scaffolding, hoisting arrangements and ladders etc. shall be strong enough to with stand all
live, dead and impact loads expected to act and shall be subject to the approval of the
Engineer-in-charge. However, contractor shall be solely responsible for the safety of the
scaffolding, hoisting arrangement, ladders, work and workman etc.
The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot
and afford easy inspection.
The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include
the cost of materials and labour for various operations involved such as:
Splayed edges, notching, allowance for overlaps and passing at angles, battens centering,
shuttering propping, bolting, nailing, wedging, easing, striking and removal.
Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width
to beams, columns and the like.
Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.
Dressing with oil to prevent adhesion of concrete with shuttering, and
Raking or circular cutting.
Rate shall be paid in Sq.m
Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to
give an required shape even shade after thoroughly brushing the surface to remove all
dirt, and remains of loose powdered materials.etc complete
The rate shall be for a unit of one sq. metre
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 watering.
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 charge of Earth,Lime, Murrum, building rubbish earch manure or sludge
and excavated rock and fly ash,aggregate of any kind etc.comp.upto 5 km lead.(L.S.)
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND
INSTRUCTIONS GIVEN BY ENGG-IN CHARGE
The rate shall be for a unit of Cmt.
Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40mm
x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and
two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained
and fixed to posts with G.I,staples including fixing the postsin ground with 0.5 M x 0.5.M
x 0.5 M. block in C.C1:5:10 etc complete
Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND
INSTRUCTIONS GIVEN BY ENGG-IN CHARGE
The rate shall be for a unit of Rmt
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. All work should
be done as per instruction of Engg. In charge.
Contractor signature Additional City
INSTRUCTIONS TO BIDDERS
1. Scope of Bid
1.1 Competent authority on behalf of The Municipal Commissioner, Ahmedabad Municipal
Corporation (referred to as Employer in these documents) invites sealed bids for the construction
of works (as defined in these documents and referred to as “the work”) detailed in the table given
in the Invitation for Bid (hereinafter called as IFB.) from competent bidder. The bidders may
submit bids for the works detailed in the table given in IFB.
2.0 Source of Funds
Ahmedabad Municipal Corporation has arranged the fund for this project.
3.0 Eligible Bidders
3.1 The Invitation for Bids is open to all eligible bidders meeting the eligibility criteria as defined in
3.2 All bidders shall provide Qualification Information and Forms of Bid mentioned in the Clause-14.
An agency that has been engaged by the Employer to provide consulting services for the
preparation or supervision of the works, and any of its affiliates, shall not be eligible to bid.
3.3 Any entity which has been declared as non-performing by NHAI / GoG / AMC or the firms those
are blacklisted/ debarred for specified period by AMC, Governement of Gujarat, Government of
India or any other entity controlled by it, would not be eligible to submit the Bid.
4.0 Qualification of the Bidder
4.1 Requires registration:- Register as per Notice Inviting Tender having in Road Works in PWD
in Govt. R&B / CPWD / AMC or equivalent register with any other state Govt. or institutions.
5.0 DISQUALIFICATION
Even though the bidders meet the above mentioned qualifying criteria, they are subject to be
disqualified if they have,
• Made misleading or false representations in the forms, statements, affidavits and attachments
submitted in proof of the qualification requirements; and/or
• Record of poor performance such as abandoning the works, not properly completing the
contract, inordinate delays in completion, litigation history, or financial failures etc. or
debarring from AMC work etc.
• Tampered the bid document in any manner.
• Colluded with other prospective bidders for this work to arrive at quoted prices for the purpose
of restricting competition.
• Indulged in inducement of any official of AMC and/or their consulting engineer and other
advisors in any manner whatsoever.
• Proposal not submitted in accordance with this tender.
• During validity of the proposal, or its extended period, if any, the bidder changes his
commercial terms.
• The bidder qualifies the proposal with his own conditions.
• Proposal is received after due date and time.
• Commercial proposal is enclosed with the same envelope as technical proposal
• The envelope does not show on the outside the reference of bid and thus gets opened
before the due date of opening.
• The E.M.D. is not deposited in full and in the manner as specified in the clause of Earnest
• The tender is in a language other than English or dose not contains its English Translation
in case of other language adopted for tender preparation.
• The tender documents received are not duly signed by authorized person.
• The validity of tender is less than what is stated in the tender.
• Any of the page or pages of tender is/are removed or replaced.
• Any condition which affect the cost.
• If it is joint venture.
5.1 Debarment / Black listing
Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for
their misleading or false representations in the forms statements etc. for the period to be
decided by the Employer.
6.0 Cost of Bidding
The bidder shall bear all costs associated with the preparation and submission of his Bid.
Employer will in no case be responsible and liable for those costs.
The Bidder, at his own cost, responsibility and risk, is encouraged to visit, examine and
familiarize himself with the site of Works and its surroundings including source of earth, water,
road aggregates etc. and obtain 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.
8.0 Bidders shall not have any dispute or claim for any kind of compensation in case of,
• If the quantity stipulated in the tender items varies or the scope of work changes and thereby total
amount of work increases / decreases up to any extent.
• If the works gets delayed / postponed for some administrative / technical decision whatsoever.
• If the items stipulated in the tender shall not be executed as per site condition/ requirements. No
claim shall be entertained for the same.
• No idle charges shall be paid to contractor for machinery and man power if remain idle and no
claim shall be entertained for the same.
B. BIDDING DOCUMENTS
9.0 Content of Bidding Documents
9.1 The set of bidding documents comprises the documents listed below and addendum (if any)
1. Notice inviting e-Tender
2. Special conditions of Contract
3. Instructions to Bidders
4. Qualification Information
5. Conditions of Contract
6. Technical Specifications
7. Forms of Bid
8. Bill of Quantities
• The bidder is expected to examine carefully all instructions, conditions of contract, contract data,
forms, terms, technical specifications, forms, Annexes in the bid document. Failure to comply
with the requirements of bid documents shall be at the bidder’s own risk. Bids which are not
substantially responsive to the requirements of the bid documents shall be rejected.
10.0 Amendment of Bidding Documents
10.1 Before the deadline for submission of bids, the Employer may modify the bidding documents by
issuing addendum.
10.2 Any addendum thus issued shall be part of the bidding documents and shall be placed on website
www.nprocure.com The prospective bidder shall refer to website to check any addendum before
24 hours of opening of bids. AMC will not give any advertisement for the same.
10.3 To give prospective bidders reasonable time in which to take an addendum into account in
preparing their bids, the Employer may, at his desecration, extend as necessary the deadline for
submission of bids.
10.4 Prospective bidders should attach the addendum made for the work & if fails to do so than also
the changes made through such addendum shall be applicable & bound to the bidder.
C PREPARATION OF BIDS
11.0 Language of the Bid
All documents relating to the bid shall be in the English language only.
12.0 Documents comprising bid
The e bid submitted by the bidder shall be in two separate parts.
• Technical Bid
• Financial Bid
To qualify for award of the contract, each bidder must submit the following documents along
• Required Registration Certificate
• Other requested documents
• Any other material / information required to be submitted in accordance with these
Instructions to Bidders (ITB)
Failure to submit these certificates/documents shall make the bid non-responsive.
Above original documents in physical form in two copies, one marked as “original” and other
marked as “Duplicate”, shall be submitted in a sealed envelope by 18:00 Hrs on the date of
physical submission of bid and addressed to the addressee given in the NIT duly super scribed
“Name of Work, Bid due date and time, Name and address of the bidder”
13.0 Bid Prices
• The contract shall be for the whole works as described in Bill of Quantity based on the percentage
rate in the Bill of Quantities submitted by the bidder..
• All duties, taxes, and other levies payable by the contractor under the contract, or for any other
cause shall be included in the rates, prices and total Bid Price submitted by the Bidder, except
otherwise stated in the Bid document. Employer will not compensate the bidder (contractor)
for any change in duties, taxes and other levies payable by the contractor under the contract and
any other reasons.
• The percentage rate and bid price quoted by the bidder shall be fixed up to the completion of
Work and shall not be subject to adjustment on any account, except where expressly specified,
otherwise, in the contract.
14.0 Currencies of Bid and Payment
The currency of bid and payment shall be in Indian Rupees. All payments shall be made in Indian
15.0 Bid Validity
15.1 Bids shall remain valid for 120 days from last date of submission of tender. A bid valid for a
shorter period shall be rejected by the Employer as non-responsive.
15.2 In exceptional circumstances, prior to expiry of the bid validity (120 days), the Employer may
request that the bidders may extend the period of validity for a specified additional period. The
request and the bidders' responses shall be made in writing or by cable. A bidder may refuse the
request without forfeiting his bid security. A bidder agreeing to the request will not be required or
permitted to modify his bid, but will be required to extend the validity of his bid security for a
period of the extension.
16.0 Earnest Money / Bid Security
16.1 The Bidder shall furnish, a Bid Security of the amount as shown in the Table of IFB as part of his
bid, in the form of Demand Draft / pay order / Bank Guarantee in favour of Municipal
Commissioner, Ahmedabad valid for 120 days.
16.2 The issuing branch of the bank guarantee shall be of Ahmedabad City only.
16.3 Any bid not accompanied by an acceptable Bid Security shall be rejected by the Employer as
non-responsive.
16.4 Any bid having bid security for lesser value and shorter validity period shall be treated as non-
16.5 (a) The bid security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be
returned as promptly as possible.
(b) The bid security of the successful bidder, along with second and third lowest tenders, will be
returned when the successful bidder has furnished the required security deposit and signed
16.6 The Bid Security of the Successful Bidder will be discharged when the bidder has signed the
Agreement and furnished the required security deposit.
16.7 The Bid Security shall be forfeited,
a) if the Bidder withdraws the Bid after Bid opening 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) sign the Agreement; or
(ii) Furnish the required security deposit.
(iii)commence the work after signing the agreement within 15 days
16.8 No interest shall be paid by the owner on any tender guarantee. The issuing branch of the bank
guarantee shall be of Ahmedabad City only.
16.9 Bank Guarantee for Earnest Money Deposit should be executed on non-judicial Stamp papers of
requisite value in accordance with the stamp Act applicable to that particular state of Indian
Union, where executed.
16.10 The executing officers of the bank Guarantee for Earnest Money Bid Security shall clearly
indicate in (block letters) his name, designation, Power of Attorney No. / Signing Power No. etc.
16.11 Each page of the bank guarantee for Earnest Money Deposit shall be duly signed/initialed by the
executing officers and the last page shall be signed in full, indicating the particulars as aforesaid
under the seal of the Bank.
D. SUBMISSION OF BIDS
17.0 Sealing and Marking of Bids
17.1 The bidder shall submit the Technical Bid only. The Bid shall be sealed in separate envelopes and
the three sealed envelopes shall be sealed in an outer envelope. The Bid envelopes shall be
marked as follows:-
• Complete Tender Document with all necessary qualification related documents (in two copy)
Above two envelopes shall be kept in one envelope and it should be marked as “Technical Bid”
and sealed. This Outer envelope should mention the name of firm of bidder, his address, contact
details & name of the work.
17.2 The inner and outer envelopes
a) Shall be addressed to the Employer at the following address:
Assistant Manager- West Zone,
2nd Floor, A.M. Office,
Dr. Ramanbhai Patel Bhavan,
Usmanpura, Ahmedabad.
Bear the following identification:
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.
18.0 DEADLINE FOR SUBMISSION OF THE BID
18.1 Complete Bids (including Technical bid and necessary documents) must be received by the
Employer at the address specified in bid information not later than the date indicated on the face
sheet of the document. In the event of the specified date for the submission of bids declared a
holiday for the Employer, the Bids will be received up to the appointed time on the next working
day. The Bidder is further required to submit Documents in Physical Form on or before the Bid
Due Date and before the time of submission as specified in NIT, at the following address:
Assistant Manager- West Zone,
2nd Floor, A.M. Office,
Dr. Ramanbhai Patel Bhavan,
Usmanpura, Ahmedabad.
18.2 AMC assumes no responsibility for inability of a bidder to submit bids through (n) procure e-
tendering portal on account of delay in submission at bidder's end. Bidder shall ensure that they
submit the bid well before the "Due Date & Time of Bid- Submission". AMC shall not be
responsible if bidder is not able to submit the bid on account of failure in network/internet
connection or any other technical reason.
18.3 The Employer may extend the deadline for submission of bids by issuing an amendment in
accordance with respective Clause, in which case all rights and obligations of the Employer and
the bidders previously subject to the original deadline will then be subject to the new deadline.
18.4 All bidders are requested to see the website of (n) procure for amendment / corrigendum if any.
18.5 Any Bid received by the Employer after the deadline prescribed in NIT will be rejected and
returned unopened to the bidder.
Any Bid received by the Employer after the deadline prescribed in NIT will be returned unopened
20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT
The Bidder whose Bid has been accepted will be notified of the award by the Employer prior to
expiration of the Bid validity period by writing, facsimile or e-mail confirmed by registered letter.
This letter (hereinafter and in the Conditions of Contract called the “Letter of Acceptance” will
state the sum that 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
(hereinafter and in the Contract called the “Contract Price”).
The notification of award will constitute the formation of the Contract, subject only to the
furnishing of a Security Deposit in accordance with the provisions of Clause.
The agreement will incorporate all correspondences between the Employer and the Successful
Bidder. It will be signed by the Employer and the Successful Bidder.
21.0 SIGNING OF CONTRACT AGREEMENT
21.1 The Employer and the successful bidder shall enter into a Contract Agreement within 28 days
after the successful bidder (hereinafter called the Contractor) receives the Letter of Acceptance,
unless they agree otherwise, subject to furnishing the security deposit before signing the
Agreement with the Employer.
21.2 Upon issue of ‘Letter of Acceptance’ to the successful Bidder, the Employer will promptly notify
the other Bidders that their Bids have been unsuccessful and release their Earnest Money Deposit
/ Bid Security.
22.0 SECURITY DEPOSIT
22.1 Within 15 days of receipt of the Letter of Acceptance, the Successful Bidder shall deliver to the
Employer a security deposit in the form of Bank Guarantee for an amount equivalent to 5% of the
Contract Price valid for the period of valid till 90 days beyond Date of completion of work. The
Security Deposit shall be payable in 10 days (for tenders upto Rs.10.0 Lacs) or 15 days (for
tenders of Rs.10.0 Lacs and above)from date of receipt of LOA failing which interest @ 4% per
annum will be charged by AMC.
22.2 The security deposit shall be in the form of a Bank Guarantee in the name of the Employer, from
Ahmedabad branch of any Banks mentioned in the clause no. 16.2 of these tender documents.
22.3 This security deposit shall be released only after the clearance of final bill including pre & post
22.3 Interest @ 4 % per annum shall be deducted from contractor in case of late submission of security
deposit or late renewal of bank guarantee for the number of days delayed for submission or
discontinuity of the bank guarantee.
22.4 Bank Guarantee to be submitted in the prescribed format enclosed and shall be same verbatim as
per the format. Bank Guarantee shall be submitted on right value of stamp paper and for correct
value of contract.
22.5 Failure of the Successful Bidder to comply with the requirements of Sub-Clause 22.1 shall
constitute sufficient grounds for cancellation of the award and forfeiture of the Bid Security.
22.6 In case of any contract amendment during execution of the contract enhancing value of the
contract the BG value shall be enhanced accordingly. Validity of BG shall be commercial terms
and conditions of the tender.
22.7 All compensation or other sums of money payable by the Contractor to the Employer under the
terms of this Contract or any other contract or on any other account whatsoever may be deducted
from Security Deposit. Also in the event of the Contractor's Security Deposit being reduced by
reasons of such deductions, as aforesaid, the Contractor shall, within 14 days of receipt of notice
of demand from the Engineer-in-Charge, make good the deficit in Security Deposit.
22.8 Should there arise any occasion under the Contract due to which the periods of validities of Bank
Guarantees as may have been furnished by the Contractor from time to time, are required to be
extended/renewed, the Contractor shall get the validity periods of such guarantees
extended/renewed, and furnish these to the Engineer-in- Charge one month before the expiry date
of the aforesaid Guarantees originally furnished failing which the existing Bank Guarantees shall
be invoked by the Engineer – in – charge. Also in case of any deficit in securities on any account
as might occur or is noticed, the Contractor shall forthwith recoup/replace the same with
acceptable Security Deposit.
22.9 The Bank Guarantee shall be extended within the expiry dates wherever activities as per contract
are not completed in all respects.
22.10 The Security Deposit less any amount due shall, on demand, be returned to the contractor after
days of completion date / Final Bill paid date which ever is later. No interest on the amount of
Security Deposit shall be paid to the Contractor at the time of release of Security Deposit as
22.11 The successful bidder to whom ‘LOA’ has been issued shall enter into an agreement at
Employer’s office within 15 days of LOA.
23.0 Advance Payment and Security
The Employer will not provide any advance payment.
24.0 Dispute Review Expert
In case of all the disputes, decision of the Municipal Commissioner, Ahmedabad shall be final
and binding to the bidder.
25.0 LITIGATION HISTORY
The applicant should provide accurate information on litigation and/or arbitration resulting from
Contractors completed or under execution by him over last five years. If the details of Litigation
History are hidden by the Bidder and later on it comes to the knowledge of the Employer, the
Bidder shall be disqualified for the proposed work and other appropriate actions shall be taken
against the bidder.
DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION
Employer Remarks
Year Name of Value of the Reasons/Details showing
Project Project (Rs.) for Present Status
litigation/arbitrati
The bidder shall furnish separate table for individual project.
The above information shall be supported with necessary documents otherwise the same shall be
treat as null and void.
A consistent history of arbitration awards? Judgments against the applicants or any partner of a
joint venture may result in disqualification for proposed work.
If the details of litigation History is hidden by the applicant and later on it comes to knowledge of
the employer the bidder shall be disqualified for the proposed work and other appropriate actions
shall be taken against the bidder.
Seal and Signature of the Bidder Additional City Engineer
Date: Ahmedabad Municipal Corporation
GENERAL CONDITIONS OF CONTRACT
1.0 Liquidated Damages
1.1 If the Contractor fails to complete the works within the original or extended time limit, the
Contractor shall pay penalty of 10% of amount of actual remaining work. The amount of work for
which the scope of contractor is reduced shall not be considered for the calculation of Liquidated
1.2 Conditions mentioned in the AMC Finance Department Circular AMC no. 18 Date: 23/05/2017
and all latest Circulars shall be applicable.
2.0 Retention Money
2 % amount of each Running Bill shall be deducted as a Retention Money. Such retention money
shall be released in the final bill of the said work. AMC reserves right to deduct any amount to
compensate the poor performance of the contractor i.e. poor quality or abandoned / incomplete
3.0 Subcontracting
3.1 Except where expressly specified in the Contract, the Contractor shall not subcontract any portion
of Work without the approval of the Employer’s Representative. Any subcontracting shall not
relieve the Contractor from any contractual obligations or responsibility under the Contract.
3.2 The Contractor shall not be required to obtain consent for a subcontract for which the name of the
subcontractor and scope of works activities to be performed by him is already stated in the
contract or supply of material or engagement of labour.
4.1 The Contractor shall employ the key personnel named in the Schedule of Key Personnel as
referred to in the Bid document to carry out the functions stated in the Schedule or other
personnel approved by the Engineer. The Engineer will approve any proposed replacement of key
personnel only if their qualifications, abilities, and relevant experience are substantially equal to
or better than those of the personnel listed in the Schedule.
4.2 If the Engineer asks the Contractor to remove a person, without assigning reasons thereof, for his
misconduct or inadequacy of technical skills and experience, who is a member of the Contractor’s
staff or his work force, the Contractor shall ensure that the person leaves the Site within seven
days and has no further connection with the work in the Contract.
4.3 No residential accommodation is allowed at the site of work. The labour huts shall not be erected
on the site of work and contractor shall make his own arrangements to provide such
accommodations as per the rules of the local bodies. He shall make his own arrangements for
housing, stores, field office etc. He shall submit a site layout plan indicating the location of
various site facilities to be created by him at his cost for the execution of work. The Owner shall
in no way be responsible for any delay on this account and no claim on this account whatsoever
shall be entertained. All Basic amenities shall be provided by the Contractor to Labours as per the
prevailing labour Laws.
5.1 The Contractor shall have full regard throughout execution, completion and defects liability
period to following safety aspects and shall take all necessary steps to ensure that danger to safety
is avoided all the time in respect of,
Safety of the works
• Safety of the Contractor’s employees and all the persons directly or indirectly engaged by
him for the works
• Safety of all the employees including persons working on other contracts of Employer at
the same site of the Employer and Engineers employees engaged at work site.
• Any authorized third party persons on the site.
• Contractor’s plant and equipment
5.2 The Contractor shall provide and maintain at his costs all lights, guards, fencing, warning signs,
barricading, and cones; when and where necessary, or required by Engineer in Charge or by any
duly constituted authority for the protection of the works or for the safety and convenience of the
public or other.
5.3 The Contractor shall take all reasonable steps to protect the environment on and off the site and
avoid damage or nuisance to persons or property of the public and others arising as a
consequence of his method of operation.
5.4 The Contractor shall maintain in good condition all work throughout execution, completion, and
defects liability period. The contractor shall be responsible for and to make good all injuries,
damages and repairs, rendered necessary by fire, rain, traffic, floods or other causes.
5.5 All the scaffolding work, wherever required for the execution of work, shall be provided by the
contractor. Nothing extra shall be payable on this account. It shall be provided strictly with
double scaffolding system with all the accessories etc. with adjustable suitable working platforms
to access the areas, with ease for working and inspection. It shall be designed to take all
incidental loads. It should cater to the safety features for workmen. It shall be ensured that no
damage is caused to any structure due to scaffolding.
5.6 All temporary warning/ caution boards display shall be provided and displayed during day as well
as night time by the contractor, wherever required and as directed by the Engineer.
5.7 Arrangement of temporary water and electricity and telephone connection required, by him, shall
be made by the Contractor at his own cost and also necessary permissions directly from relevant
Owners shall be obtained by him under intimation to the Owner. Also all initial and running
charges and security deposit, if any in this regard shall be borne by him. The Contractor shall
abide by all the rules/ bye laws applicable in this regard and he shall be solely responsible for any
penalty on account of violation of any of the rules and byelaws in this regard.
5.8 In any case if any fatal accident (major or minor) occurs due to poor safety precautions, the same
shall be completely contractor’s responsibility. All the losses due to such accidents and expenses
of legal matters shall be borne by contractor.
5.9 The Contractor shall be responsible for maintenance and watch and ward of the complete
installation and shall also be responsible for any pilferage, theft, damage, penalty etc. in this
regard. The Contractor shall indemnify the Owner against any claim arising out of pilferage /
theft, damage, penalty etc. whatsoever on this account.
5.10 The Contractor shall depute Site Engineer & skilled workers as required for the work. Necessary
protective and safety equipments shall be provided to them by the Contractor at his own cost and
6.0 Contractor to keep site clean:
During the execution of the work, the Contractor shall keep the site clean. All wreckage rubbish,
excess materials, temporary works no longer required will be removed from site immediately.
7.0 Clearance of site on completion:
The Contractor shall clear away and remove all Contractors equipment, surplus materials,
rubbish, temporary works of every kind.
A. COST CONTROL
8.0 Bill of Quantities
a. The schedule-B shall contain Memorandum showing items for the construction, installation,
testing, and commissioning work to be done by the Contractor.
b. The quantities stated in the schedule B are estimated quantities. The Contractor shall be paid
only quantities calculated after taking measurements of executed work. The rate stated in the
schedule B for each item of work shall apply. The works shall be measured by the Contractor
jointly with the authorized representative of the Engineer and all particulars required by the
representative of the Engineer shall be supplied by the contractor.
c. The work shall be measured net. No allowance for general or local custom, working space
etc. is to be made.
9.1 The Engineer in Charge shall have power to make any variation of form, quality or quantity of
the works or any part thereof that may, in his opinion, be necessary and for that purpose, or if for
any other reason it shall, in his opinion, be appropriate, he shall have the authority to instruct the
Contractor to do and the Contractor shall do any of the following:
Increase or decrease the quantity of any work up to any extent included in the contract,
Omit any such work,
Change the character or quality or kind of any such work,
Execute additional work of any kind necessary for the completion of the Works or
Change any specified sequence or timing of construction of any part of work.
9.2 No such variation shall in any way vitiate or invalidate the contract, but the effects, if any, of all
such variations shall be valued in accordance with the following sub clauses. Provided that where
the issue of an instruction to vary the Works is necessitated by some default or breach of contract
by contractor or for which he is responsible, any additional cost attributable to such default shall
be borne by the Contractor.
9.3 The Contractor shall not make any such variation without an instruction of the Engineer. No
instruction is required for quantities varying from those provided for the items in the contract
10.1 The basis for the valuation of variations for addition to the Contract Price shall be as follows in
the same order of priority.
a) Variations in the quantities of work in schedule of quantities shall not vitiate the contract.
b) The contractor shall be bound to execute extra items of work as directed by the Engineer-in-
c) Contract unit rates for individual items shall apply to varied quantities where there is a
quantity variation.
d) The price variations on extra item will not be given.
e) In case of other non tender items following procedure shall apply.
10.2 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 Employer which shall be fixed as lowest of the
rates derived by rate analysis based on the following three methods. , the priority of the
documents forming the Contract shall be as follows:
(i) If the extra item is included in the S.O.R. of Road & Building Department, Year 2013-14,
the rate of extra item shall be that rate and premium (above or below) quoted by contractor.
(ii) Rate analysis based on prevailing Govt. of Gujarat’s SOR rates.
(iii) Rate analysis based on current market rates. This shall be based on
The material costs, the labour costs, the cost of use of all plant, machinery and equipment,
the cost of all temporary and incidental works, the overheads and the Contractors profit.
The overheads shall be taken at 5 % of the sum of material costs, the labour costs, the cost
of use of all plant, machinery, and equipment, the cost of all temporary and incidental
10.3 In case of the rate is to be derived from prevailing market rate, the Contractors profit shall be
taken at 10 % of the final rate derived.
10.4 In the event of disagreement, the Engineer in Charge shall fix such rates and prices as are, in his
opinion appropriate and shall notify the Contractor accordingly with a copy to the Employer.
10.5 The Engineer shall determine provisional rates and prices to enable on account payments to be
included in the Interim Payment Certificates, until rates and prices are agreed as final by the
Employer, the Contractor, and the Engineer.
10.6 The Contractor shall not be entitled to additional payment for costs, which could have been
avoided by giving early warning.
11.1 Payments shall be adjusted for deductions for advance payments, retention, other recoveries in
terms of the contract and taxes at source, as applicable under the law. The Employer shall pay the
Contractor the amounts certified by the Engineer.
11.2 If an amount certified is increased in a later date certificate due to corrections in previous
certificates or as a result of an award from disputes review experts, Contractor shall be paid such
amount only. The Contractor shall not be paid any interest upon such delayed payment.
11.3 Items of the work for which no rate or price has been entered in will not be paid for by the
Employer and shall be deemed covered by other rates and prices in the Contract.
11.4 All payments shall be made in Ahmedabad.
12 Taxes and duties
12.1 The rates are inclusive of all the prevailing taxes and duties of the Central, State and Local
Governing bodies prevailing on the date of award of the contract. The Contractor will have to pay
all such taxes and duties for the performance of this Contract. The Employer will deduct from the
Contractor’s monthly and other payments all taxes and duties, which he is bound to recover in
accordance with the applicable law.
12.2 The Contractor shall keep himself fully informed of all acts and laws of the Central & State and
local Governing bodies, all orders, decrees of bodies, tribunals having any jurisdiction or
authority which in any manner affect those engaged or employed, and anything related to
carrying out the work. All the bye-laws lay down by AMC/AUDA and any other local bodies
while executing the work shall be adhered to. All taxes of local bodies shall be borne by the
contractor. The Contractor shall arrange to give all notices required by any authority and to pay to
such authority all the fees that may have to be paid for the material, plants, equipments etc. The
Contractor shall also adhere to all traffic restrictions notified by the local authorities. He shall
protect and indemnify the Owner and its officials & employees against any claim or liability
arising out of violations of any such laws, ordinances, orders, decree, whether by himself or by
his employees or his authorized representatives. Nothing extra shall be payable on these accounts.
13.0 Labour Welfare Cess
As per circular No. GHR/2005/04/CWA/2004/841/M-3 dt. 3/1/05 and G.R. No. CWA/2004-
1831-M(3) dt. 9/12/05 issued by G.O.G. (non-refundable) shall be deducted from every bills
which shall be deposited to Govt. Labour Department for Labour welfare fund.
14.0 Currencies
All payments shall be made in Indian Rupees.
15.0 Advance Payment
No Advance Payment shall be made.
16.0 Cost of Repairs
Loss or damage to the Works or Materials to be incorporated in the Works between the Start Date
and the end of the Defects Correction periods shall be remedied by the Contractor at the
Contractor's cost if the loss or damage arises from the Contractor's acts or omissions.
B. FINISHING THE CONTRACT
17.0 Completion
The Contractor shall request the Engineer to issue a Certificate of Completion of the Works and
the Engineer will do so upon deciding that the Work is completed.
18.0 Termination
18.1 The Employer shall be entitled to terminate the contract if the contractor:
(a) Fails to carry out any obligation under the contract.
(b) Without reasonable excuse fails –
1. To commence the works on site within the period stated in the Appendix to Bid after
receipt by him of a Notice to this effect from the Engineer/Employer after signing the
2. To proceed with the works, or any section thereof, within 28 days after received notice
3. Has failed to comply with a notice issued or an instruction issued within 28 days after
having received.
4. Abandons the works or otherwise plainly demonstrates the intention not to continue
performance of his obligation under the contract.
5. Sub-contracts the works or assigns the contract without the specific prior written
permission of the engineer.
6. Has failed to furnish the required securities or extension thereof in terms of the contract.
7. Becomes bankrupt or insolvent, goes into liquidation, has a receiving or administration
order made against him, compounds with his creditors, or carries on business under
receive, trustee or manager for the benefit of his creditors, or if any act is done or event
occurs which (under applicable Laws) has a similar effect to any of these acts of event.
18.2 In any of these events or circumstances, the Employer may, upon giving 14 days notice to the
contractor, terminate the contract and expel the contractor from the site. However, in the case of
sub-paragraphs (h), the Employer may be notice terminate the contract immediately.
18.3 The Employer’s decision to terminate the contract shall not prejudice any other rights of the
Employer, under the contract or otherwise.
18.4 After termination, the Employer may complete the works and/or arrange for any other entities to
do so. The Employer and these entities may then use any goods, contractor’s documents and other
design documents made by or on behalf of the contractor.
18.5 The Employer or the Contractor may terminate the Contract if the other party causes a
fundamental breach of the Contract.
18.6 Fundamental breaches of Contract include, but shall not be limited to the following:
(a) the Contractor stops work for 14 days when no stoppage of work is shown on the current
Program and the stoppage has not been authorized by the Engineer;
(b) the Employer or the Contractor is made bankrupt or goes into liquidation other than for a
reconstruction or amalgamation;
(c) The contractor fails to fulfill requirements;
(d) the Engineer gives Notice that failure to correct a particular Defect is a fundamental breach of
Contract and the Contractor fails to correct it within a reasonable period of time determined
by the Engineer;
(e) the Contractor does not maintain a security which is required;
(f) the Contractor has delayed the completion of works by the number of days for which the
maximum amount of liquidated damages becomes payable as defined in the Contract data;
(g) if the Contractor, in the judgment of the Employer has engaged in corrupt or fraudulent
practices in competing for or in the executing the Contract.
(h) For the purpose of this paragraph: “corrupt practice” means the offering, giving, receiving or
soliciting of anything of value to influence the action of a public official in the procurement
process or in contract execution. “Fraudulent practice” means a misrepresentation of facts in
order to influence a procurement process or the execution of a contract to the detriment of the
Borrower, and includes collusive practice among Bidders (prior to or after bid submission)
designed to establish bid prices at artificial non-competitive levels and to deprive the
Borrower of the benefits of free and open competition.”
18.7 When either party to the Contract gives notice of a breach of contract to the Engineer for a cause
other than those listed above, the Engineer shall decide whether the breach is fundamental or not.
18.8 Notwithstanding the above, the Employer may terminate the Contract for convenience.
18.9 If the Contract is terminated the Contractor shall stop work immediately, make the Site safe and
secure and leave the Site as soon as reasonably possible and handover the site to the Employer
including all materials and plant and equipment existing there upon.
19.0 Contractor's own responsibility
The contractor is to set out and level the works and will be responsible for the accuracy of the
same. He shall also be responsible for the correctness of the positions, levels, dimensions, and
alignment of all parts of the structures as per instructions given to him. If at any time any error
shall appear during the progress of any part of the work, the contractor shall at his own expense
rectify such error if called upon to the satisfaction of the Engineer in charge.
20.0 Overpayment & Underpayment
20.1 Whenever any claim Fifths payment of a sum to the Municipal Corporation arises out of or
under this Contract against the contractor the same may be deducted by the Municipal Corporation
from any sum then due or which at any time thereafter may become due to the contractor under
this contract and failing that under any other contract with the Municipal Corporation or from any
sum due to the contractor with the Municipal Corporation (which may be available with Municipal
Corporation), or from his retention money, or he shall pay the claim on demand. The Municipal
Corporation reserves the right to carry out post payment audit and technical examination of the
final bill including all supporting vouchers, abstracts, etc.
20.2 The Municipal Corporation further reserves the right to enforce recovery of any over payment
when detected notwithstanding the fact that the amount of the final bill may be included by the
20.3 If as a result of such audit and technical examination any over payment is discovered in respect of
any work done by the Contractor or alleged to have been done by him under the contract, it shall
be recovered by the Municipal Corporation from the contractor by way of all the means
prescribed above or if any under payment is discovered by the Municipal Corporation, any
amount due to the contractor under this contract or under payment may be adjusted against any
amount then due or which may at any time thereafter become due before payment is made to the
contractor from him to the Municipal Corporation on any other contract account whatsoever.
21.0 Materials obtain from dismantling
If the contractor, in the course of execution of work is called upon to dismantle any part for
reasons other than on account of bad or imperfect work, the materials obtained from dismantling
will be the property of the A.M.C. and will be disposed of as per instruction of Engineer-in-charge
in the best interest of the A.M.C.
22.0 Dispute to be referred to Arbitrator
The disputes relating to this contract, so far as they relate to any of the following matters, whether
such disputes arise during the progress of the work or after the completion or abandonment
thereof, shall be referred an independent Arbitrator appointed by AMC as far possible in
consultation with the agency if it is necessary and such disputes shall be settled in accordance
with the arbitration and conciliation Act.
(i) The rates of payment under clause 5 for any tools, materials and stores, in or upon the
works of the site thereof or belonging to the contractor or procured by him and intended to
be used for execution of the work or any part thereof possession of which may have been
taken by the Engineer-in-charge under the said clause –5.
(ii) The reduction in rates made by the Engineer-in-charge under clause 9 from the items of
works not accepted as completed fully in accordance with the sanctioned specifications.
(iii) The rate of part of payment for any class of work which is included in the additional or
altered work carried out by the contractor in accordance with the instructions of the
Engineer-in-charge under clause 14 and the rates for which is to be determined under the
(iv) The rates of payment for materials already purchased or agreed to be purchased by the
contractor before receipt of notice given by the Engineer-in-charge under clause 15 and/or
amount of compensation payable to the contractor under the said clause for loss in respect
of such materials.
(v) The amount of compensation which the contractor shall be liable to pay under clause 17 in
the event of this failure to rectify, remove or reconstruct the work within the period
specified in the written intimation or the amount of expenses incurred by the Engineer-in-
charge under the said clause17 in rectifying, removing or re-executing the work or in
removing and replacing the materials or articles complained of.
(vi) The reduction of rates as may be fixed by the Engineer-in-charge under clause 17 for the
inferior work or materials as accepted or made use of.
(vii) The amount of compensation payable by the contractor for damages as estimates and
assessed under clause
(viii) The amount payable to the contractor for the work carried out under clause 33 in
accordance with the instructions and the requirement of the Engineer-in-charge in case
where there are no specifications.
(ix) The awards declared by the arbitrator shall be speaking award giving reasons and
calculations to every item of claims. The decision will have to be implemented by all the
(x) In case of dispute leading to the contractor or Ahmedabad Municipal Corporation
approaching on Court of Law. It shall be within the jurisdiction where the site of work is
The reference to arbitration proceeding under this clause shall not:
i) Entitle the contractor to stop the Affect the right of the Engineer-in-charge under clause 5 to
take possession of all or any tools, plants, materials and stores in or upon the works of site
thereof belonging to the contractor or procured by him and intended to be used for the
execution of the work or any part thereof.
ii) Preclude the Engineer-in-charge from utilizing the materials purchased by the contractor in any
work or from removing such materials to other places, during the period the work is stopped or
suspended in pursuance, of notice given to the contractor under clause
iii) Progress of the work or the carrying out the additional or altered work in accordance with the
provisions of clause 14 or as the case may be, of clause
23.0 Drawings and Photographs of the Works
23.1 The contractor shall do photography/ videography of the site as and when asked by AMC. No
separate payment will be made to the contractor for this. . The contractor shall have to submit the
same in hard copy as well as soft copy as and when demanded by the AMC.
23.2 No photograph of the works or any part thereof or plant employed thereon, except those
permitted under clause 59.1, shall be taken, or permitted to be taken by the Contractor or by any
of his employees or any employees of his sub-Contractors without the prior approval of the
Engineer in writing. No photographs/ videography shall be published or otherwise circulated
without the approval of the Engineer in writing.
Seal and Signature of the Bidder Additional City Engineer
Date: Ahmedabad Municipal Corporation
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htFJtbtk ytJNu.
(2) yufb >h ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu >NtoJ<e CtJ vºtflt Ftltbtk&e hfbbtk Cwj sKtg <tu
yufb >h btLg htFJtbkt ytJNu ylu >hlt yt^thu dwKtfth mw^thJtbkt ytJNu.
(3) yufblt Ftltbtk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkt ytJNu.
(4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkfzu fhuj ftuR vK ctc< ægtlbtk juJtbtk ytJNu lrn.
(10) y:- ftbltu «tud{um mbgbgto>t bwsc fhJtltu hnuNu. yt mbgbgot>t 10 jtF mw^elt ftb btxu yuj.ytu.ytR. ytÃgt
<theF&e 10 r>Jm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃg <theF&e 15 r>Jm&e NY &guj dKJtbt ytJNu.
<&t <u >hBgtl ftble 5% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.
xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu.
ylu <ubtk atjw ftb >hBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.
c:- mûtb m•tt îtht Yt.10,00,000.00 (>m jtF) mw^elt xuLzhle bkswheltu XhtJ vtzgt ct> (LOI) ytvJtbtk ytJNu
ðgth ct> r>l - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk
Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.
f:- bkswh &guj xuLzhle mbgbgto>tbtk ftbdehe vqKo l &tg <tu bubtuhuLzb (ltuxem RLJtRxuz xuLzh) btk sKtJuj «btKu bkswh
&guj mbgbgto>t ct>lt FhuFh ctfe ftble hfblt bn•tb 10% juFu (jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk
(11) y:- awfJKe:-
xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkfujt >h vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx,
>uFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu
ht<vt¤elt ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkfujt CtJ fu >h fh<t J^thtle ftuR awfJKe ykdult
<ublt ftuR >tJt ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe<u ctk^ftb
rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e ftuR >tJt> hsw fhJt nf>th hnuNu lnek.
<ublw xuLzh ChJt <&t <ubtk sw>t sw>t CtJ ylu >h ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu
fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtk&e WCt &<t ftuR stuFb fu sJtc>thebtk&e Axfe NfNu lnek. m>h ftbbtk
ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.
c:- ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu. <&t Bgwrl.
frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt rcl Nh<e ckDlf<ot hnuNu.
f:- ftuLx[t¾xhlt >huf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx + yu¾x[t ytRxb)
% juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.
z:- htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[tfxhlt cejbtk&e
fvt< fhJtbt ytJNu.
(12) yu:- fhth mkc^e >M<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.
ce:- xuLzhbtk >NtoJuj ftb mkck^e >M<tJusbtk >NtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau >NotJuj ¢btlwmth >M<tJusbtk
>NtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e >M<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt
fhth mbd{ ftblu jtdw vzNu.
(yu) yufb ylu f>:-
(2) xuLzh VtuboLþk CtJvºtf
(3) MvuNeVefuNl
z[tu#dbtk f>, ytfth, ytkfzt f>ta Ftuxt ntug <tu btvujt f>, ytfthlu yLþmhÔþk
(2) xuLzh Vtubole yLþMþra-ce
(3) MvuNeVefuNl
Cwj Chujt fu Ftuxt JKollt rfMmtbtk yt mkck^e Wvhefûttyu rJmkd<<t ykdule ltuk^ bwfe yuze.mexe
yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykr<b dKJtbkt
(13) xuLzhhu z[tuRkd fu MvuNeVefuNlbtk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rlatsuo Ãjtl
<&t MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.
(14) yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.
(15) yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.
(16) atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo
sJtc>the (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb >hBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu
lwfNtl &tg <ule sJtc>the ftuLx[tfxhle hnuNu. vtujem Vrhgt> &tg <tu <ule sJtc>the vK ftuLxtfxhle hnuNu. CuFz
Dme l vzu <ule sJtc>the vK vtujem Vrhgt>bt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt
fu >tuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh
s vtujem Vrhgt>bt sJtc>th hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxjwk
mbSlu s xuLzh ChJwk. bswhtultu rJbtu vK W<thJtu.
(17) bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt
fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.
(18) M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb
fhJt ftuLx[tfxh ck^tgujt Au.
(19) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< r>l 1btk vh< jR sJtltu hnuNu. yLg&t <ule
lwfNtlle sJtc>the ftuLx[tfxhle hnuNu.
(20) ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au. <ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch yufx <&t bswhtu <&t
MxtVle Jebt vtujeme jElu <ult ftg>tlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk
ytJu <u ytvJtle hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.
(21) ftuRvK ftg>tfeg jexeduNl yb>tJt> Nnuhle ftuxobt hnuNu.
(22) btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.
(23) ftuR vK mhfthe fhJuht ChJtle <btb sJtc>the ftuLx[tfxhle hnuNu.
(24) ftuLx[tfxh îtht xuLzhbt >NtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t xuMxekd
fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw vtjl fhJtlw hnuNu.
(25) yt xuLzhbtk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle
ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk
ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.
(26) atjw ftb >hBgtl «tuxufNlle mkvwKo sJtc>the ftuLx[tfxhle hnuNu. subtk vevzt, >tuhzt Cgmwaf ctuzo, ÃjtMxef vèe,
rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.
(27) M&¤ Wvh atjw ftbdehe >hBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk
juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.
(28) stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubtk >hhtus fhuj ftbdehe <&t yr^ftheytuyu
ftb mw^thJt fu «tud{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u
«btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•ttt yuze.mexe yuLSlehgh©elu hnuNu.
(29) >huf ytRxblt MvuNeVefuNl yb>tJt> Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc
hnuNu su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd
fhJtbtk lrn ytJu fu >hhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu
Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.
(30) juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb bwscle hfb cejbtk&e ftve juJtbtk ytJNu.
(31) atubtmtltu vehegz <t.15 swl &e 14 ytufxtuch Mþ^eltu dKJtbtk ytJNu. yt mbg >hBgtl ftuLx[tfxh îtht ftbdehe
fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the ytvJtbtk ytJNu.
(32) muÕm xuût / Jux lkch / ve.yuV. ftuz lkch / vtl lkch / S.yum.xe. lkch rJduhu ftuLx[t¾xhu VhSgt< ytvJtlt hnuNu.
(33) ltbœth ftuxo îtht fhuj nwfb <ubs rlœuo»ttulwk awM<vKu vtjl fhJtlwk hnuNu. subtk z[ulus lu jd<tk ftb btk ftuRvK
mkkstudtubtk bNel ntuj / dxh btk btKmlu W<thJtu lnek <ubs buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.
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.
(2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t >M<tJustu ft¤SvwJof yÇgtm fgtuo Au
ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.
ftuLx[tfxhle mne ylu rmfft
1. Wvhtuf< xuLzhtu su <u Jdobtk hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ztWljtuz fhelu ChJt. ÂJÂNÐ ÂfMmtbtk stu xuLzhbtk œNtoJuj ntug <u
bwsc yLg ftuLx[tfxh / buLgwVu¾ah xuLzh Che NfNu.
2. yt E-xuLzhbtk >NtoJuj «tEÍcez rmJtglt ztu¾âwbuLx zwÃjefux ftuveytu mt&u Chelu Wvhlt mhltbu ÁcÁ /Mvez vtuMx &e rlg<
mbgbtk btufjJtlt hnuNu.
3. Nh<e xuLzhtu hœ ct<j dKtNu.
4. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj frbNlh©ele hnuNu.
5. ftuLx[tfxh©eytuyu xuLzh mt&u BGþrlrmvj hSMx[uNlle/dJobuLx hSMx[uNlle ftuve bwfJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx
lkch MvÐ jFJtu. BGþrlrmvj hSMx[uNlle/dJobuLx hSMx[uNlle ftuve bwfJtbtk ln´ ytJu <tu xuLzh h> dKJtbtk ytJNu.
6. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtle hnuNu. ylu <ule vtA¤ ‘ E ’ xuLzhltu xuLzh ytR.ze lkch yawf jFJtltu hnuNu.
7. xuLzh Ve <&t R.yub.ze le hfblt z[tVx <&t vu ytuzoh xuLzh bwsc >huf xuLzh btxu yawf yjd yjd ChJtlt hnuNu.
8. ftuLx[tfxhtuyu xuuLzhbt cukflw ltb, Ft<t lkch, btRfh lkch ylu mhltbw MvÐ yûthtubt jFJw.
9. xuLzh Ve, R.yub.ze. ÂJltlt <&t ytuAe auf hfblt xuLzhtu hœct<j (fuLmj) dKtNu.
10. su ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhuj l ntug <u ftuLx[tfxhu xuLzh ChJt lne.
11. xuLzhtu mt&u BþfJtbtk ytJ<e yluoMx ble xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / jtufj btRfh auf &e s MJefthJtbtk
ytJNu. ylu <ule vtA¤ ‘ E ’ xuLzhltu xuLzh ytR.ze lkch yawf jFJtltu hnuNu. cukf duhuLxe yb>tJt> NtFtle ntuJe sYhe Au.
12. ftuLx[tfxh©eytuyu JucmtEx Wvh xuLzh ltuxembtk >NtoÔgt Bþsc òu ftuE Mþ^tht J^tht fhJtbtk ytJuj nNu <tu btLg htFJtlt hnuNu su
ykdu AuÕjt 72 fjtf vnujt Juc mtEx Wvh su <u xuLzh auf fhe ChJtLþk hnuNu.
zebtLz z[tVx / auf “BgwÂlÂmvj fÂb§h©e,ybœtJtœ” lt ltbltu fZtJJtu.
vrµbÍtul Esluh Ft<t îtht «ftrN<
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