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Tender Value
₹30.0 L
EMD Value
₹30,000
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
P/L Footpath-Paver Block And Repairing Upgradation of FootpatPaver Block of Auda Lake Surounding Atea and Other Different Area of Sabarmati Ward of west zone
296191
9/25-26 (T.N.54)
Open
Civil Works - Others
Ahmedabad
4 documents required · 0 mandatory · 4 optional
₹1,500
Municipal Commissioner, Ahmedabad
₹30,000
11 Apr 2026
11 Apr 2026
11 Apr 2026
30 Apr 2026
11 Apr 2026
1. Name of Work :-
Lake Surounding Atea and Other Different
Area of Sabarmati Ward of west zone
2. Tender Estimated Cost :- Rs. 29,99,796=07
1% of the Tender Cost in the form of D.D./Pay
3. Earnest Money :- Order / Local Micr Check/B.G only (Rs.
4 Tender Fee Rs : Demand Draft of Rs.
6. Time-Limit : 12 months
7. Validity Period : 120 Days
8. (i) Last Date of Submission of :
(ii) Mode of Sending : a) In Sealed cover in duplicate copies by
Registered Post A.D, or by Courier.or hand
b) Tender sent by ordinary post will be rejected
(iii) Description essential to be : a) Name of work, Tender Notice No. & Tender
made on sealed cover No.
b) Date of receiving tender by Corporations.
(iv) Mode of quoting rates in :
Schedule of Quantities and In Figures as well as in words.
9. Date of Opening : Dt. 01.05.2026 , 3:00 PM
10 Place of Submission & Opening : Submission of EMD. Tender fee and other
of Tender Documents during office hours: On date.
01.05.2026 & 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 work Rs.250 per day but not more then 10% of bill
As per STANDARD DETAILED TECHNICAL
12 Defect Liability : SPECIFICATION OF ITEMS
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Contractor's Sign Addl.C.E.
Mobil No:- (west zone)
SABARMATI WARD -1-
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
Name of Work :- P/L Footpath-Paver Block And Repairing Upgradation of FootpatPaver
Block of Auda Lake Surounding Atea and Other Different Area of Sabarmati Ward of west zone
sr no Descriotion Quantity Unit Rate Amount
Earth work in cutting in all sorts of soil & murrum
1 incldg.conveyaning ,breaking clods spreading the stuff as 600 Cmt 59.14
& where dire. With in a lead of 50 mt. from end of cutting.
Conveyance charge of earth, lime, murrum, building rubbish,
2 manure, garbage, sludge, excavated rock, fly ash,
aggregates of any kind Including spreading & levelling etc.
c)Lead up to 5 Km. 600 Cmt 117.2
Dismantling the following including loading, unloading
and disposal of unserviceable material for all lead or as
3 directed by Engineer-In-Charge and stacking the serviceable
material and backfilling the resulting trenches and pits
a central verge -kerb stone 50 Rmt 8
Dismantling tiled or stone floors laid in mortar including
b stacking of serviceable material and disposal of 800 Smt 27.44
uservicalble material with all lead and lifts.
c Demolition & disposal of unservisable material with all lead 15 Cmt 348.1
and lift for unreinforeced concrete. (AMC sor)
Demolition of brick work & stone masonry including stacking
d of serviceable materials and disposal of unserviceable 5 Cmt 314.5
materials with all lead and lift (1) In cement mortar.
Demolition including stacking of serviceable materials and
e disposal of unserviceable materials with all lead and lift. (I) 30 Cmt 604.74
Extra rate over item of excavation of earth for excavation of
asphalt pavement / RCC of thickness up to 0.20 meter
including demolishing the asphalt carpet, metal,s
4 oiling/cutting Reinforcement etc.comp. with stacking the
material as directed. (Based on Previously approved rate by
a up to 0.20 meter thickness (By Manual) 50 Smt 70.4
0.20 to 0.30 meter (By any type of Breaker Machine or
b R.C.C.Cutter machine including cost of operator, fuel, & 50 Smt 176
transportation etc complete.
0.30 meter & above (By any type of Breaker Machine or
c R.C.C.Cutter machine including cost of operator, fuel, & 40 Smt 311.08
transportation etc complete.
SABARMATI WARD -2-
Supplying and fixing of 380 mm H x 300 mm L x 200 mm B
Kerb block for Central Verge in M-20 grade using
mm nominal size black trap aggregate of
Sevaliya/Timba or equivalent quality for pre-cast blocks,
reasonably exposed finish/ formwork, mould with well
equipped with vibratory system for kerb stones of
approved design including curing, etc. complete, including
the cost of formwork etc. complete. The rate shall also
5 include necessary cutting of asphalt, fixing the Kerb stones in 55 Rmt 431.96
line and level on 5 cm thick sand bedding with necessary
equipments and materials. The rate shall also include the
flush pointing in CM (1:3) for all joints of the
kerbstones. Filling of zari alone the sides of the kerb
stone fixed with Bituminous concrete mixed in proper
position as directed by Engineer in change to form a
portable mixture. In any case Gravel or such type of
materials shall not be allowed for productiona) Laying on
cm thick Sand Bedding
Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H
Kerb block for Footpath in M-20 grade using 20 mm nominal
size black trap aggregate of Sevaliya/Timba or equivalent
quality for pre-cast blocks, reasonably exposed finish/
formwork , mould with well equipped with vibratory system
for kerb stones of approved design including curing, etc.
complete, including the cost of formwork etc. complete. The
rate shall also include necessary cutting of asphalt, fixing the
6 Kerb stones in line and level on 5 cm thick sand bedding with 75 Rmt 350.89
necessary equipments and materials. The rate shall
also include the flush pointing in CM (1:3) for all joints
of the kerbstones. Filling of zari alone the sides of the
kerb stone fixed with Bituminous concrete mixed in
proper position as directed by Engineer in change to form a
portable mixture. In any case Gravel or such type of
materials shall not be allowed for production. a) Laying on
cm thick Sand Bedding
Pre cast concrete kerb Providing and fixing M25 Grade
of concrete precast exposed / Fair finish / texture finish
kerb stones of approved make as per approved sample of
any size and any type. Kerbs shall be fixed on the foundation
prepared as per approved design. The rate shall also include
for erecting and fixing the pieces in position for complete
kerb system with chamfered type of kerbs including
7 necessary accessories of kerb like radius kerb, angles and 25 Rmt 1061.61
quadrant kerbs, droplet kerbs etc. complete as per
drawing. Kerb shall be fixed as paper joint without any
jointing material. However cement mortar shall be
provided at the backside of kerb stone joint. (Sample must
be approved) Cost of excavation, cutting , base , side
filling shall includes as directed engineer - incharge in above
item description as per BOQ (a) 450 hight x 600x
mm high median kerb.
SABARMATI WARD -3-
Pre cast concrete kerb Providing and fixing M25 Grade
of concrete precast exposed / Fair finish / texture finish
kerb stones of approved make as per approved sample of
any size and any type. Kerbs shall be fixed on the foundation
prepared as per approved design. The rate shall also include
for erecting and fixing the pieces in position for complete
kerb system with chamfered type of kerbs including
8 necessary accessories of kerb like radius kerbs, angles 45 Rmt 912.5
and quadrant kerbs, droplet kerbs etc. complete as per
drawing. Kerb shall be fixed as paper joint without any
jointing material. However cement mortar shall be
provided at the backside of kerb stone joint. (Sample must
be approved) Cost of excavation, cutting , base , side filling
shall includes as directed engineer - incharge in above
item description as per BOQ (b) 380 x 600 x 150 mm high
Providing & laying Mountable type Central Verge
including casting of Kerb of size 15.00 x 32.50 Cm by
mechanical Kerb casting machinery and oil paint colour to
Center verge (Kerb) by Yellow/white and Black patta
(Three Coat) one coat of priming & two coat of oil Paint
9 including cost of material required for paint and all
labourworketc complete as per direction, detailed
drawing and instruction of engineer incharge
.(Including Epoxy Piant of Approved Quality) (Central
Supplying and fixing for central verge 230 mm L x 235 mm
Width x 680 mm H Supplying & Fixing in M-20 grade using
mm nominal size black trap aggregate of sevaliya/timba or
equivalent quality for pre-cast blocks,reasonably exposed
finish/formwork,mould with well equipped with vibratory
system for kerb stones of approved design including
10 curing,etc.complete,including the cost of formwork 150 Rmt 1376.75
etc.complete.THe rate shall also include necessary cutting of
asphalt,fixing the kerb stones in line and level on 5 cm thick
sand bedding with necessary equipments and
materials.The rate shall also include the flush pointing in
CM(1:3)for all joints of the kerbstones.Filling of Zari alone
the sides of the kerb stone fixed with bituminous
concrete mixed in proper position as directed by engineer
in charge to form a portable mixture.In any case gravel or
such type of materials shall not be allowed for production.
SABARMATI WARD -4-
Providing and Laying of Rubber Moulded Paver Block
Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape
(Usually Uni-Paver Blocks) using black trap good quality
aggragate of 20 mm nominal size for footpath, parking
areas, service lanes and other areas as mentioned
in the drawing / instruction of engineer in charge. Cost
includes formworks using rubber mould, Rate providing
and laying paver blocks as per required grading and
11 specification. The paver block shall be mechanically 50 Smt 501.6
compacted. The work of paving blocks shall be executed
in line and level by skill mason of flooring work only. It
should be laid in such a way that the no cutting of the
paver block to be necessary. if cutting of paver block
necessary then it should be cut by machine only and
carting. The finished surface of the paver block shall have
resonably good, plain finished. Paver blocks shall be
compacted and shall be relaid if necessary. Gravel or such
type of materials shall not be allowed for production.
Laying on 5cms thick sand beddding.
Providing and laying of interlocking grey paver blocks of high
density 80mm thick made from M-40 grade concrete using
mm to 20 mm machine crushed well graded stone aggregate,
sand of approved quality, OPC 53 grade cement
with contractor's own concrete mix design as approved
by AMC, for parking, road. Cost Includes formwork, using
12 rubber/FRP mould, laying paver block as per required 120 Smt 572
grading and specification laid paver block shall be
mechanically compacted. The work of the paving blocks shall
be executed in line and level by skilled mason of flooring
work only. It should be laid in such a way that the no cutting
of the paver block to be necessary. Cutting of paver block by
machine cut only and carting to be done. The Finished
surface of the Paver Block shall have reasonably good plain
finish. Paver blocks shall be compacted and shall be re-laid
if necessary. Gravel or such type of materials shall not be
allowed for production. Laying on 5 Cms thick sand bedding.
Paver Block Providing and laying shot blasted Non -
interlocking, Paver blocks of specified thickness, size,
grade of concrete and colour machine made and
blasting by automatic shot blasting machine and high
density of as per approved sample of approved make for
footpath, parking areas, service lanes,cross over and other
areas as mentioned in the drawing. Including providing
and laying 50 mm thick averave bedding layer of coarse
sand below paver block as per required grading and
specification. Laid paver block shall be mechanically
compacted. The work of the paving blocks shall be executed
13 in line and level by skilled mason of flooring work only.
Small size of paver block with same specification shall be
used at residue or at end. It should be laid in such a way that
the no cutting of the paver block to be necessary. If cutting
of paver block shall be required , than cut by machine only
and laying to be done by skilled flooring mason. The
finished surface of the paver block shall have coarse
sand Texture Finish. Pave blocks shall be compacted and
shall be re-laid if necessary. Actual laid area shall be
measured and paid without any wastage. (A) 60 mm thick
M-35 grade Grey
SABARMATI WARD -5-
Paver Block Providing and laying shot blasted Non -
interlocking, Paver blocks of specified thickness, size,
grade of concrete and colour machine made and
blasting by automatic shot blasting machine and high
density of as per approved sample of approved make for
footpath, parking areas, service lanes,cross over and other
areas as mentioned in the drawing. Including providing
and laying 50 mm thick averave bedding layer of coarse
sand below paver block as per required grading and
specification. Laid paver block shall be mechanically
compacted. The work of the paving blocks shall be executed
in line and level by skilled mason of flooring work only.
Small size of paver block with same specification shall be
used at residue or at end. It should be laid in such a way that
the no cutting of the paver block to be necessary. If cutting
of paver block shall be required , than cut by machine only
and laying to be done by skilled flooring mason. The
finished surface of the paver block shall have coarse
sand Texture Finish. Pave blocks shall be compacted and
shall be re-laid if necessary. Actual laid area shall be
measured and paid without any wastage. (A) 80 mm thick
M-35 grade Grey
Labour work of fixing kurb any design of central verge, (both
side) footpath kurb, items includes necessary excavation,
asphalt cutting of any thickness, erecting in line and position
15 and pointing with cement mortar (1:3), watering, etc 150 Rmt 136.4
complete, filling with zari along the side of the kurb, the kurb
stone fix prepared with bitumnious top surface, as directed
by engineer in charge.
Provdg. & laying cement concrete 1:5:10 (1 cement :
16 coarse sand : 10 hand broken stone aggregates 40 mm 60 Cmt 1802.24
nominal size) and curing complete excluding cost of form
Providing TMT Bar FE500D reinforcement for R.C.C. Work
17 including bending,binding and placing in position complete 20 Kg 63.1
upto floor two level
Providing and Casting in situ ordinary cement
concrete M200 for R.C.C. Raft and cutt off walls including
18 necessary shuttering laying, vibrating, ramming and curing 5 Cmt 3672.3
complete.(B) Walls, fom top of foundation level upto floor
two level (upto 10ton).
Providing and setting 50 to 60 mm thick rouge kotah
stone water table in line, level and in required gradient
including 25 mm thick beddcing in C.M. 1:6 (1 Part of
19 cement : 6 Part of coarse sand) with sufficient ramming
consolidation. Providing joints in C.M. 1:3 (1 Part of cement :
3 Part coarse sand) and smooth pointing in C.M. 1:1 (1 Part
of Cement, 1 Part of coarse sand) including watering etc.
complete and as per details in tender specification &
as directed by engineer in charge.
Size : 1' x 1'(40 to 50 mm thick) 40 Rmt 103.52
Labour work for fixing any kind of paving with cement
20 pointing in CM 1:2, including watering, ramming etc comp. as
directed For pavement
SABARMATI WARD -6-
Laying on Sand bedding as per requirement to fix 850 Smt 68.64
the C.C.Block / Nibhada Stone in Line & Level.
21 For Water Table & Kerb on Sand bedding as per requirement 50 Rmt 30.8
to fix the C.C.Block / Nibhada Stone in Line & Level.
Construction of RCC nosing in central verge using M-200
22 grade cement concrete. The item includes cost of centering 5 No. 4812.72
& shuttering, reinforcement, both side cement plaster in
C:M 1:3 mortar & curing etc. complete. Half round
portion of the nosing shall be made by using mild steel.
Providing, laying, spreading and compacting graded
stone aggregate to wet mix macadam specification
including premixing the Material with water at OMC in
23 mechanical mix plant carriage of mixed Material by
tipper to site, laying in uniform layers in subbase / base
course on well prepared surface and compacting with
vibratory roller to achieve the desired density as per MoRTH
(A) Supply of WMM 348 Cmt 1007.37
(B) Laying of WMM 348 Cmt 111.87
Painting Two Coats on divider and footpath curb surface /
24 New Concrete Surface ( Painting two coats after filling the 3000 Smt 71.86
surface with synthetic enamel paint I n all shades on new
plastered concrete surfaces)
Colour Washing with lime on all wall surface (two coat) over
and including a primary coat of white washing t ogive an
25 even shade after through brooming the surface to remove all 50 Smt 6.96
dirt,dust,mortasr drops and other foreigh matter. (R&B SOR
Colour Washing with lime on all wall surface (one coat to
26 give an even shade after through brooming the surface to 1000 Smt 3.21
remove all dirt,dust,mortasr drops and other foreigh matter.
. (R&B SOR year 2015-16)
Applying priming coat over new wood and wood based
surfaces after including preparing the surface by throughly
27 cleaning oil, grease, dirt and other foreign matter, sand 3000 Smt 24.38
papering & knotting (B) ready mixed paint, brushing wood
primer pink. (R&B SOR year 2015-16)
Providing and fixing M.S. grills of required pattern to wooden
frames of windows etc. with M.S. flats at required spacings
28 and frame alround, square or round bars with round headed 1000 Smt 56.79
bolts and nuts or by screws (A) Plain Grill. (upto 10 ton) (R&B
SOR year 2015-16)
Repairing damaged I.C./ Raising removing damaged brick
29 work and repairing by brick masonry in C.M. 1:5 and plaster 10 No. 401.78
in C.M. 1:3 and fixing C.I. steps and existing chamber sheet
cover, removing the debris from chamber and carting the
same as directed. (Based on Drainage SOR 2009-10)
Repairing damaged M.H. and rasing M.H. up to road level
incl. removing damaged brick work and repairing by brick
30 masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.
steps and existing MH sheet cover, removing the debris from
MH and carting the same as directed. (Based on Drainage
SABARMATI WARD -7-
(A) up to 0.15 mt. (@ Two Coarse) 10 No. 732.14
(B) up to 0.35mt. (@ Four Coarse) 10 No. 1160.71
C) up to 0.65 mt. (@ Seven Coarse) 5 No. 1794.64
31 Providing F.R.C. MH seat cover incl. carting to the work site
etc. comp. Directed.
(A) FRC heavy duty cover size 730 mm. & 90 mm thick
circular cover 20 M.T. design load and frame size 560 mm 15 No. 1080.36
clear opening size 890 x 890 x 120 mm.
(B) FRC medium duty cover size 670 mm dia & 70 mm thick
10 M.T. load design and frame size 560 mm clear 5 No. 883.93
opening outer size 780 x 780 x 120 mm
(C) FRC medium duty Chamber seat cover (FRC) cover 706 x
556 x 50 mm rectangular cover frame size 600 x 450 mm 5 No. 883.93
clear opening outer size 816 x 666 x 100 mm (MD-10)
(D)FRC light duty Chamber seat cover (FRC) cover with 5 No. 883.93
rectangular frame (LD-2.5)
Supplying Electric Breaker Machine for RCC Slab or Asphalt
Demolishing Work on site by using Operator, fuel, power
32 Supply etc. Complete as Directed. (No payment should be 45 Shift 1071.43
allowed for non working condition of machinery and for pipe
line excavation and M.H. work. Allowed only for break down
work) ( Based on Previously approved rate by C E sir )
Levelling or orientation of existing gully trap chamber incl.
33 Nece. masonry in CM 1:6 and plaster in CM 1:3 etc. using old 5 No. 71.43
G.T.stone and cover etc. comp.
Gully Trap: Providing & fixing S.W. Gully trap with C.I. grating
34 brick masonry chamber & water tight C.I. cover with frame of
300 mm x 300 mm size (inside) with standard weight.
(C) 300 mm x 300 mm Size Trap 5 No. 1116.07
Total Amount Rs. 29,99,796=07
Total Amount Rs. 29,99,796=07
(in words also)
CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER
& STAMP (West Zone)
SABARMATI WARD -8-
AHMEDABAD MUNICIPAL CORPORATION
"West Zone, Zonal Office", 2nd Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura,
Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-380013..
Municipal Commissioner invites Percentage Rate sealed tenders from interested
1 Name of work :- P/L Footpath-Paver Block And Repairing Upgradation of
FootpatPaver Block of Auda Lake Surounding Atea and
Other Different Area of Sabarmati Ward of west zone
2 Time Limit : 12 Months
3 Eligibility Criteria : Register “E-1” class in PWD in Govt. R&B/CPWD/AMC or
equivalent registration with any other state Govt. or institutions.
4 Estimated Cost put to
5 Earnest Money Deposit : Rs.30,000.00 Demand Draft, Pay order, or Cheque ,Bank
Guarantee (As per finanance circular No 14) in favour of
Municipal Commissioner, Ahmedabad) To be submitted as
prescribed in 7.0 below. Demand Draft or Bank Guarantee shall
be from Nationalized Bank and valid for 120 days.
6 (A) Security Deposit : 5% of Tender Amount
(B) Retention 1. @ 2% of the value of work done will be deducted from each RA
bill. It will be released along with release of payment of Final Bill.
7 Tender fees Rs.1,500/- Demand Draft / Pay order in favour of Municipal
(Non refundable) Commissioner, Ahmedabad)
8 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along
Tender Fees with Tender as described in the invitation of tender and
submitted to Assistant Manager(New West zone) , Ahmedabad
Municipal Corporation, West Zone, Zonal Office", Dr. Ramanbhai
Patel Bhavan, Usmanpura, Ahmedabad.
9 Tenders issue date : Tenders from the AMC website www.egovamc.com shall be
down loaded from
10 Last date of receiving Dt.01.05.2026 up to 12:00 p.m. The tenders received after this
Tenders : date and time will not be entertained under any circumstances.
11 Date of Opening : Dt.01.05.2026 up to 3:00 p.m. to Assistant Manager " West Zone
Office", Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad.
12 Mode of sending the Document shall be submitted in sealed envelope systems By
Tender RPAD/ Speed post/ Hand Delivery/ Courier in sealed covers as
Documents : described in submission of the tender.
13 Terms, Condition, & All general condition of contract of Form B1 condition of contract
Specification : shall be applicable.
Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all the
tenders without assigning any reasons thereof.
Seal and Signature of the Bidder Addl. City Engineer
SABARMATI WARD -9-
AHMEDABAD MUNICIPAL CORPORATION
Invitation for Bid (IFB)
1. The AHMEDABAD MUNICIPAL CORPORATION, (Here in after called “the Employer”)
invites sealed Tender document from reputed and qualified bidders for the construction
of Works detailed in the Table below:-
Sr. No. Name of Works Approximate Bid Security Completion
value of works (Rs.) Period
1 P/L Footpath-Paver Block And 12 months
Repairing Upgradation of Rs.29,99,796=07 Rs.30,000.00
FootpatPaver Block of Auda Lake
Surounding Atea and Other Different
Area of Sabarmati Ward of west zone
2. Tender (a complete set of bidding document) fee shall be Rs. 1,500/- in the form of
Demand Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL
COMMISSIONER, Ahmedabad, payable at Ahmedabad, which shall be non refundable.
The fees shall be paid at the time of submitting the tender.
3. Interested bidders shall download the tender documents from AMC’s website
www.tender.nprocure.com, www.amc.nprocure.com to Dt.30.04.2026 at 6:00 PM tender
fee as mentioned in clause 2 above shall be paid by the bidder at the time of bid
4. All bids must be accompanied by Bid Security of the amount specified for the Works in the
above Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL
CORPORATION, Ahmedabad. Bid Security will have to be in any one of the forms as
specified in Clause of ITB (Instructions to Bidders).
5. All Bids must be delivered to Assistant Manager "West Zone, Zonal Office", Dr. Ramanbhai
Patel Bhavan, Usmanpura, Ahmedabad. Not later than 12:00 PM on Dt. 01.05.2026.
Seal and Signature of the Bidder Addl. City Engineer
SABARMATI WARD - 10 -
As per account department(A.M.C.) circular no. 56, Dt.19/09/2016 Bank guarantee of
said work must be of Ahmedabad city branch, which mentioned as bellow.
(A) Guarantee issued by following bankswill be accepted as SD/EMD on permanentbasis.
(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.
(2) Private Sector Banks authorized by RBI to undertake State Government
Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)
(B) Guarantees issued by following Banks will be accepted as SD/EMD for the period up
(1) Commercial Banks :
(1) Kotak Mahindra Bank
(2) RBL Bank (The Ratnakar Bank Ltd.)
(3) IndusInd Bank.
(4) Karur Vysya Bank.
(6) FEDERAL Bank.
(7) SOUTH INDIAN Bank.
(2) Co-Operative Banks of Gujarat
(1) The Kalupur Commercial Co-Operative Bank Ltd.
(2) Rajkot Nagarik Sahakari Bank Ltd.
(3) The Mehsana Urban Co-Operative Bank Ltd.
(4) Nutan Nagarik Sahakari Bank Ltd.
(5) Saurashtra Gramin Bank.
SABARMATI WARD - 11 -
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hnuNu. mekdj xuLzh ftuve hœ fhJtbtk ytJNu.
3. ftuLx[tfxh©eytuyu xuLzhle mt&u BGþrlrmvj btLg hSMx[uNlle/ dJobuLx hSMx[uNlle ftuve, xuLzh ftuve <&t yLg vwhtJt mt&u yawf
mtbuj fhJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu. su ftuLx[tfxh©eytuyu hSMx[uNl
heLgw fhtJuj l ntug <u ftuLx[tfxh©eyu xuLzh ChJt lnek.
4. ftuLx[tfxhtuyu xuuLzhbt cukfl wltb, Ft<t lkch, btRfh lkch ylu mhltb wMvÐ yûthtubtk jFJw.
5. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtlehnuNu. œhuf xuLzh œeX yjd xuLzh xuLzhVe ChJtle hnuNu.
6. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.
7. xuLzh mt&u BþfJtbtk ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / vu ytuzoh / jtufj btRfh auf&e s
MJefthJtbtk ytJNu. œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze. hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb
btxu htufzt, jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb
btxu R.yub.ze.le hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckuf duhkxelt MJYvbtk ytvJtle hnuNu.
8. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.
9. xuLzh Ve <&t R.yub.ze.le hfblt ze.ze./ aufle vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlwk ltb <&t btuctRj lkch yJ~g jFJtltu
10. Nh<e xuLzhtu hœ ct<j dKtNu.
11. stu xuLzhbtk MvÐ WÕjuF fhtguj ntug <tu atubtmtlu fthKu Ft<tfeg MËalt yLJgu ßgthu ßgthu ftb ck^ htFJtLþk &tg <u
mbglu ftble BþÆ<btk bshu ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu ytvJtbtk ytJNu lne. sule ltuk^ >huf xuLzhh
12. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj frbNlh©ele hnuNu.
13. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykdu xuLzh Ch<t vnujt AuÕju œJmu rlg< JucmtRx y&Jt fauheyu sYhe <vtm fhelu s
14. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu htufzt, jtufj btRfh auf, rzbtLz
z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu mefgtuhexe zevtuÍex/ vhVtuboLm
duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckufduhkxelt MJYvbtk ytvJtle hnuNu.
zebtLz z[tVx / auf “BgwÂlÂmvj fÂb§h©e, ybœtJtœ” lt ltbltu fZtJJtu.
SABARMATI WARD - 12 -
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
SABARMATI WARD - 13 -
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
SABARMATI WARD - 14 -
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 3% (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)
SABARMATI WARD - 15 -
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL SPECIFICATION
Time limit for the work shall be 12 Month 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
The tender for the work shall remain open for a period (120) days from the date of opening of the tenders
for this work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during
the period. If any tenderer withdraw or makes any modifications or addition in the terms and conditions of
his tender not acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to
any right or remedy be at liberty to forfeit in full the said earnest money and black list the contractor.
If the work is not carried out within the specified time limit. from the date of order to start the work the
penalty of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate bills payable to
the contractor. Contractor has to make his own arrangement for procurement of steel and cement.
Contractors should note the following conditions carefully:-
i) Conditional tender shall not be accepted.
ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.
iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of
demand draft or in cash.
iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form
B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets
of Building Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21.
CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER
& STAMP (West Zone)
SABARMATI WARD - 16 -
TECHNICAL SPECIFICATIONS
AHMEDABAD MUNICIPAL CORPORATION ENGINEER DEPARTMENT
Name of Work :- P/L Footpath-Paver Block And Repairing Upgradation of
FootpatPaver Block of Auda Lake Surounding Atea and Other Different Area of
Sabarmati Ward of west zone
Item No.1 : Earth work in cutting in all sorts of soil & murrum incldg.conveyaning
,breaking clods spreading the stuff as & where dire. With in a lead of 50 mt. from end of cutting..
Mode of measurement
Measurement shall be paid by Cmt. basis.
Item No.2 : Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge,
excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc.
complete. c) Lead up to 5 Km.
Mode of measurement
Measurement shall be paid by Cmt. basis.
Item No.3 : Dismantling the following including loading, unloading and disposal of unserviceable
material for all lead or as directed by Engineer-In-Charge and stacking the serviceable
material and backfilling the resulting trenches and pits complete.
Mode of measurement.
(A) central verge -kerb stone
Mode of measurement
Measurement shall be paid by Rmt. basis
(B) Dismantling tiled or stone floors laid in mortar including stacking of serviceable
material and disposal of uservicalble material with all lead and lifts.
Mode of measurement
Measurement shall be paid by Smt. basis
(C) Demolition & disposal of unservisable material with all lead and lift for
unreinforeced concrete. (AMC sor)
Mode of measurement
Measurement shall be paid by Cmt. basis
SABARMATI WARD - 17 -
(D) Demolition of brick work & stone masonry including stacking of serviceable
materials and disposal of unserviceable materials with all lead and lift (1) In
Mode of measurement
Measurement shall be paid by Cmt. basis.
(E) Demolition including stacking of serviceable materials and disposal of
unserviceable materials with all lead and lift. (I) R.C.C work.
Mode of measurement
Measurement shall be paid by Cmt. basis.
Item No.4 : Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of
thickness up to 0.20 meter including demolishing the asphalt carpet, metal,s
oiling/cutting Reinforcement etc.comp. with stacking the material as directed.
(Based on Previously approved rate by C E sir )
(a) up to 0.20 meter thickness (By Manual)
(b) 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine
including cost of operator, fuel, & transportation etc complete.
(c) 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine
including cost of operator, fuel, & transportation etc complete.
Mode of measurement
Measurement shall be paid by Smt. basis.
Item No.5 : Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Central Verge
in M-20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba
or equivalent quality for pre-cast blocks, reasonably exposed finish/ formwork,
mould with well equipped with vibratory system for kerb stones of approved
design including curing, etc. complete, including the cost of formwork etc. complete.
The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and
level on 5 cm thick sand bedding with necessary equipments and materials. The rate
shall also include the flush pointing in CM (1:3) for all joints of the kerbstones.
Filling of zari alone the sides of the kerb stone fixed with Bituminous concrete
mixed in proper position as directed by Engineer in change to form a portable mixture.
In any case Gravel or such type of materials shall not be allowed for productiona) Laying
on 5 cm thick Sand Bedding
Mode of measurement
Measurement shall be paid by Rmt. basis.
Item No.6 : Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-
20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or
SABARMATI WARD - 18 -
equivalent quality for pre-cast blocks, reasonably exposed finish/ formwork
mould with well equipped with vibratory system for kerb stones of approved design
including curing, etc. complete, including the cost of formwork etc. complete. The rate
shall also include necessary cutting of asphalt, fixing the Kerb stones in line and level on
5 cm thick sand bedding with necessary equipments and materials. The rate shall
also include the flush pointing in CM (1:3) for all joints of the kerbstones. Filling of
zari alone the sides of the kerb stone fixed with Bituminous concrete mixed in
proper position as directed by Engineer in change to form a portable mixture. In any
case Gravel or such type of materials shall not be allowed for production. a) Laying on
cm thick Sand Bedding
Mode of measurement
Measurement shall be paid by Rmt. basis.
Item No.7 :- Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed
/ Fair finish / texture finish kerb stones of approved make as per approved sample of
any size and any type. Kerbs shall be fixed on the foundation prepared as per approved
design. The rate shall also include for erecting and fixing the pieces in position for
complete kerb system with chamfered type of kerbs including necessary accessories
of kerb like radius kerb, angles and quadrant kerbs, droplet kerbs etc. complete as per
drawing. Kerb shall be fixed as paper joint without any jointing material. However
cement mortar shall be provided at the backside of kerb stone joint. (Sample must be
approved) Cost of excavation, cutting , base , side filling shall includes as directed
engineer - incharge in above item description as per BOQ (a) 450 hight x 600x
mm high median kerb.
Mode of measurement
Measurement shall be paid by Rmt. basis.
Item No.8 :- Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast
exposed / Fair finish / texture finish kerb stones of approved make as per
approved sample of any size and any type. Kerbs shall be fixed on the foundation
prepared as per approved design. The rate shall also include for erecting and fixing the
pieces in position for complete kerb system with chamfered type of kerbs including
necessary accessories of kerb like radius kerbs, angles and quadrant kerbs,
droplet kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint
without any jointing material. However cement mortar shall be provided at the
backside of kerb stone joint. (Sample must be approved) Cost of excavation, cutting
base , side filling shall includes as directed engineer - incharge in above item
description as per BOQ (b) 380 x 600 x 150 mm high Footpath kerb.
Mode of measurement
Measurement shall be paid by Rmt. basis.
SABARMATI WARD - 19 -
Item No.9 :- Providing & laying Mountable type Central Verge including casting of Kerb of size
15.00 x 32.50 Cm by mechanical Kerb casting machinery and oil paint colour to Center
verge (Kerb) by Yellow/white and Black patta (Three Coat) one coat of priming &
two coat of oil Paint including cost of material required for paint and all
labourworketc complete as per direction, detailed drawing and instruction of
engineer incharge .(Including Epoxy Piant of Approved Quality) (Central Verge)
Mode of measurement
Measurement shall be paid by Rmt. basis.
Item No.10 :- Supplying and fixing for central verge 230 mm L x 235 mm Width x 680 mm H Supplying
& Fixing in M-20 grade using 20 mm nominal size black trap aggregate of sevaliya/timba
or equivalent quality for pre-cast blocks,reasonably exposed finish/formwork,mould
with well equipped with vibratory system for kerb stones of approved design
including curing,etc.complete,including the cost of formwork etc.complete.THe
rate shall also include necessary cutting of asphalt,fixing the kerb stones in line and
level on 5 cm thick sand bedding with necessary equipments and materials.The rate
shall also include the flush pointing in CM(1:3)for all joints of the kerbstones.Filling
of Zari alone the sides of the kerb stone fixed with bituminous concrete mixed in
proper position as directed by engineer in charge to form a portable mixture.In any case
gravel or such type of materials shall not be allowed for production.
Mode of measurement
Measurement shall be paid by Rmt. basis.
Item No.11 :- Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm
thick, M-35 Grade of any size ; shape (Usually Uni-Paver Blocks) using black trap good
quality aggragate of 20 mm nominal size for footpath, parking areas, service lanes
and other areas as mentioned in the drawing / instruction of engineer in
charge. Cost includes formworks using rubber mould, Rate providing and laying
paver blocks as per required grading and specification. The paver block shall be
mechanically compacted. The work of paving blocks shall be executed in line and
level by skill mason of flooring work only. It should be laid in such a way that the no
cutting of the paver block to be necessary. if cutting of paver block necessary
then it should be cut by machine only and carting. The finished surface of the
paver block shall have resonably good, plain finished. Paver blocks shall be compacted
and shall be relaid if necessary. Gravel or such type of materials shall not be allowed for
production. Laying on 5cms thick sand beddding.
Mode of measurement
Measurement shall be paid by Smt. basis.
SABARMATI WARD - 20 -
Item No.12:- Providing and laying of interlocking grey paver blocks of high density 80mm thick made
from M-40 grade concrete using 6 mm to 20 mm machine crushed well graded stone aggregate,
sand of approved quality, OPC 53 grade cement with contractor's own concrete mix
design as approved by AMC, for parking, road. Cost Includes formwork, using rubber/FRP
mould, laying paver block as per required grading and specification laid paver
block shall be mechanically compacted. The work of the paving blocks shall be executed in
line and level by skilled mason of flooring work only. It should be laid in such a way that
the no cutting of the paver block to be necessary. Cutting of paver block by machine cut only
and carting to be done. The Finished surface of the Paver Block shall have reasonably good
plain finish. Paver blocks shall be compacted and shall be re-laid if necessary. Gravel or such
type of materials shall not be allowed for production. Laying on 5 Cms thick sand bedding.
Mode of measurement
Measurement shall be paid by Smt. basis.
Item No.13 Paver Block Providing and laying shot blasted Non - interlocking, Paver
blocks of specified thickness, size, grade of concrete and colour machine
made and blasting by automatic shot blasting machine and high density of as
per approved sample of approved make for footpath, parking areas, service
lanes,cross over and other areas as mentioned in the drawing. Including providing
and laying 50 mm thick averave bedding layer of coarse sand below paver block as
per required grading and specification. Laid paver block shall be mechanically
compacted. The work of the paving blocks shall be executed in line and level by
skilled mason of flooring work only. Small size of paver block with same
specification shall be used at residue or at end. It should be laid in such a way that
the no cutting of the paver block to be necessary. If cutting of paver block shall be
required , than cut by machine only and laying to be done by skilled flooring
mason. The finished surface of the paver block shall have coarse sand Texture
Finish. Pave blocks shall be compacted and shall be re-laid if necessary. Actual
laid area shall be measured and paid without any wastage. (A) 60 mm thick M-35
Mode of measurement
Measurement shall be paid by Smt. basis.
Item No.14 Paver Block Providing and laying shot blasted Non - interlocking, Paver
blocks of specified thickness, size, grade of concrete and colour machine made
and blasting by automatic shot blasting machine and high density of as per
approved sample of approved make for footpath, parking areas, service
lanes,cross over and other areas as mentioned in the drawing. Including providing
and laying 50 mm thick averave bedding layer of coarse sand below paver block as
per required grading and specification. Laid paver block shall be mechanically
compacted. The work of the paving blocks shall be executed in line and level by
skilled mason of flooring work only. Small size of paver block with same specification
shall be used at residue or at end. It should be laid in such a way that the no cutting of
the paver block to be necessary. If cutting of paver block shall be required , than cut
by machine only and laying to be done by skilled flooring mason. The finished
surface of the paver block shall have coarse sand Texture Finish. Pave blocks
SABARMATI WARD - 21 -
shall be compacted and shall be re-laid if necessary. Actual laid area shall be
measured and paid without any wastage. (A) 80 mm thick M-35 grade Grey
Mode of measurement
Measurement shall be paid by Smt. basis
Item No.15 Labour work of fixing kurb any design of central verge, (both side) footpath kurb,
items includes necessary excavation, asphalt cutting of any thickness, erecting in line
and position and pointing with cement mortar (1:3), watering, etc complete, filling with
zari along the side of the kurb, the kurb stone fix prepared with bitumnious top
surface, as directed by engineer in charge.
Mode of measurement
Measurement shall be paid by Rmt. basis
Item No.16 Provdg. & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 hand broken
stone aggregates 40 mm nominal size) and curing complete excluding cost of form
Mode of measurement
Measurement shall be paid by Cmt. basis.
Item No.17 : Providing TMT Bar FE500D reinforcement for R.C.C. Work including bending,binding and
placing in position complete upto floor two level
Mode of measurement
Measurement shall be paid by kg. basis.
Item No.18 : Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft and
cutt off walls including necessary shuttering laying, vibrating, ramming and curing
complete.(B) Walls, fom top of foundation level upto floor two level (upto10ton).
Mode of measurement
Measurement shall be paid by Cmt. basis.
Item No.19 : Providing and setting 50 to 60 mm thick rouge kotah stone water table in line, level
and in required gradient including 25 mm thick beddcing in C.M. 1:6 (1 Part of cement
: 6 Part of coarse sand) with sufficient ramming consolidation. Providing joints in C.M.
1:3 (1 Part of cement : 3 Part coarse sand) and smooth pointing in C.M. 1:1 (1 Part of
Cement, 1 Part of coarse sand) including watering etc. complete and as per details
in tender specification & as directed by engineer in charge.
Size : 1' x 1'(40 to 50 mm thick)
SABARMATI WARD - 22 -
Mode of measurement
Measurement shall be paid by Rmt. basis.
Item No.20 :- Labour work for fixing any kind of paving with cement pointing in CM 1:2, including
watering, ramming etc comp. as directed.
Mode of measurement
Measurement shall be paid by Smt. basis.
:- Laying on Sand bedding as per requirement to fix the C.C.Block / Nibhada
Stone in Line & Level.t
Mode of measurement
Measurement shall be paid by Smt. basis.
Item No.21 :- For Water Table & Kerb on Sand bedding as per requirement to fix the C.C.Block /
Nibhada Stone in Line & Level.
Mode of measurement
Measurement shall be paid by Rmt. basis
Item No.22 :- Construction of RCC nosing in central verge using M-200 grade cement concrete. The
item includes cost of centering & shuttering, reinforcement, both side cement
plaster in C:M 1:3 mortar & curing etc. complete. Half round portion of the nosing
shall be made by using mild steel.
Mode of measurement
Measurement shall be paid by No.. basis
Item No.23 :- Providing, laying, spreading and compacting graded stone aggregate to wet mix
macadam specification including premixing the Material with water at OMC in mechanical mix
plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base
course on well prepared surface and compacting with vibratory roller to achieve the desired
density as per MoRTH clause
(A) Supply of WMM, (B) Laying of WMM.
The provision of Morth clause 406 shall applied during construction of wet mix macadam.
Tha rate shall be for a unit of one CMT basis.
Item No.24 :- Painting Two Coats on divider and footpath curb surface / New Concrete Surface ( Painting
two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete
SABARMATI WARD - 23 -
The colour and workmanship shall be in accordance with the Code of Practice for painting, and as specified in the drawings or as
directed by the Engineer
Materials: Synthetic enamel paint shall conform to IS.
The materials required for work of painting work shall be obtained directly from approved manufacturers or approved dealer and
brought to the site in maker's drums, kegs etc. with seal unbroken.
All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and surface of paint in open or
partially open containers covered with a thin layer of turpentine to prevent formation of skin. The materials which have become stale
or flat due to improper and long storage shall not be used. The paint shall be stirred thoroughly in its container before pouring into
small containers. While applying also the paint shall be continuously stirred in smaller container. No left over paint shall be put back
into stock tins. When not in use, the containers shall be kept properly closed.
If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer shall be used.
The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly removed before painting
is started. No painting on exterior or other exposed parts of the work shall be carried out in wet, damp of otherwise unfavorable
weather and all the surfaces shall be thoroughly dry before painting work is started.
Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint. The paint shall be
applied evenly and smoothly by means of crossing and laying off. The crossing and laying off consists of covering the area over with
paint, brushing the surface hard for the first time over and then brushing alternately in opposite directions two or three times and
then finally brushing lightly in direction at right angles to the same.
In this process, no brush marks shall be left after the laying off is finished. The full process of crossing and laying off will constitute one
Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and loose particles brushed off
before next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Engineer-in-charge before next coat is
Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and cleaned of dust before the next
coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of panels angles of mouldings etc. shall be left
Approved best quality brushes shall be used.
Mode of measurements & payment :
Any type of C.C. Central verges curbs surface shall be measured under this item.
The rate shall be for a unit of one SMT.
Item No.25,26,27
The colour and workmanship shall be in accordance with the Code of Practice for painting, and as specified in the drawings or as
directed by the Engineer
Materials: Synthetic enamel paint shall conform to IS.
SABARMATI WARD - 24 -
The materials required for work of painting work shall be obtained directly from approved manufacturers or approved dealer and
brought to the site in maker's drums, kegs etc. with seal unbroken.
All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and surface of paint in open or
partially open containers covered with a thin layer of turpentine to prevent formation of skin. The materials which have become stale
or flat due to improper and long storage shall not be used. The paint shall be stirred thoroughly in its container before pouring into
small containers. While applying also the paint shall be continuously stirred in smaller container. No left over paint shall be put back
into stock tins. When not in use, the containers shall be kept properly closed.
If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer shall be used.
The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly removed before painting
is started. No painting on exterior or other exposed parts of the work shall be carried out in wet, damp of otherwise unfavorable
weather and all the surfaces shall be thoroughly dry before painting work is started.
Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint. The paint shall be
applied evenly and smoothly by means of crossing and laying off. The crossing and laying off consists of covering the area over with
paint, brushing the surface hard for the first time over and then brushing alternately in opposite directions two or three times and
then finally brushing lightly in direction at right angles to the same.
In this process, no brush marks shall be left after the laying off is finished. The full process of crossing and laying off will constitute one
Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and loose particles brushed off
before next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Engineer-in-charge before next coat is
Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and cleaned of dust before
the next coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of panels angles of mouldings
etc. shall be left on the work.
Approved best quality brushes shall be used.
Mode of measurements & payment :
Any type of C.C. Central verges curbs surface shall be measured under this item.
All the work shall be measured not in the decimal system as executed subject to the following limits unless otherwise stated
(a) dimensions shall be measured to the nearest 0.01 metre.
(b) Areas shall be worked out to the nearest 0.01 Sq. metre.
No deductions shall be made for openings not exceeding 0.5 sq. mt. each and no addition shall be made for painting to beadings,
mouldings, edges, jambs, soffits, etc. of such opening.
The different surfaces shall be grouped into one general item, areas of uneven surface being converted into equivalent plain
areas in accordance with the mode of measurement for payment.
The rate shall be for a unit of one SMT.
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) (R&B SOR year
Providing and fixing M.S grill of required pattem to wooden frame of windows etc.with M.S flats at reuired spacing and
frame around,square or round bars with round headed bolts and nuts or by screws (A) Plain Grill) . (upto 10 ton)
Item should be executed as per site requirements and instruction given by Engg-in-charge
SABARMATI WARD - 25 -
Mode of Payments shall be in Kg.
Item No.29 : Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick
masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber
sheet cover, removing the debris from chamber and carting the same as directed. (Based
on Drainage SOR 2009-10)
Mode of measurement
Measurement shall be paid by Nos. basis.
Item No.30 : Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick
work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.
steps and existing MH sheet cover, removing the debris from MH and carting the same as
directed. (Based on Drainage SOR 2009-10)
Mode of measurement
Measurement shall be paid by Nos. basis.
Item No.31 : Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.
Mode of measurement
Mode of measurement
Measurement shall be paid by Nos. basis.
Item No.32 : Supplying Electric Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by
using Operator, fuel, power Supply etc. Complete as Directed. (No payment should be
allowed for non working condition of machinery and for pipe line excavation and M.H.
work. Allowed only for break down work) ( Based on Previously approved rate by C E sir )
Mode of measurement
Measurement shall be paid by Shift. basis.
Item No.33 : Levelling or orientation of existing gully trap chamber incl. Nece. masonry in CM 1:6 and
plaster in CM 1:3 etc. using old G.T.stone and cover etc. comp.
Mode of measurement
Measurement shall be paid by Nos. basis.
Item No.34 : Gully Trap: Providing & fixing S.W. Gully trap with C.I. grating brick masonry chamber &
water tight C.I. cover with frame of 300 mm x 300 mm size (inside) with standard weight.
Mode of measurement
Measurement shall be paid by Nos. basis.
Contractor’s Signature Add. City Engineer
SABARMATI WARD - 26 -
M AH AN AG AR SEV A S AD AN, AMD AV AD
Name of P/L Footpath-Paver Block And Repairing Upgradation of
FootpatPaver Block of Auda Lake Surounding Atea and Other Different Area of
Sabarmati Ward of west zone
GENER AL SPECIFI C ATION
(1) The work shall be co mpleted wit hin 12 Month
(2) The contractor shall be remain responsible f or W orkmen’s co mpensat ion if any
when such case occurs. The contractor shall arra nge f ormed iampa sant night
and f encing and pag i and sha ll be respo nsible f or any damage of lif e and limb o r
propert y if any happen, dur ing the execution of work. In case of dis pute f or
unseen or over lo oked items the decisio n of the cit y E ngineer shall be f inal. T he
contractor s ha ll ha ve to give site clean of all r ubbish on co mplet ion of work and
ha ve o ver the building with f inal f inishing of the work as directed. All the
rejected mater ia ls shall be removed f rom site wit hin 2 4 ho urs b y contractor at
this rsk and cost.
(3) For mixing mortar either f or masonr y or f or plaster or f or any other purp ose
contractor shall have to prepare thro ugh of bigg er size and mix the mortar in t he
required pro portion. In on case h e shall be allowed to mix the mortar either on
f loor or any f inished surf aces.
(4) The contractor shall ha ve to make h is own arrangement f or water requ ired f or
the work and sh all pay th e wat er charges as per water meter.
(5) If any extra item crops up dur ing the progress of work the same shall be carr ie d
out by the contractor and he sha ll be p aid at the rate f ixed by C.E. as per the
rate analys is based on current market rates.
(6) If in the interest of the Corporat ion it is necessary to change either an y site or
the des ign of the propose work the con tractor shall carry out the same at his
quoted rates with out charges any e xtra and the contractor will have to carry out
the work s and h e will b e pa id at the rate quoted by him and n o claim f or extra f or
subseq uent chang es may be entertaine d.
(7) Retetion money at t he rate of 2% shall be d educted f rom e very run ning bill of
the contractor and which will be paid at the time of f inal bill, f or works costing
More t han Rs. 10-00 lakhs.
(8) The tender f or the work shall remain o pen f or a period (120) days f rom the date
of opening of the ten ders f or this work and that the tenderer shall not be a llowed
to withdraw o n mod if y the of f er on his o wn during the per iod. If any tenderer
withdra w or makes any modif icat ions (s) or addit ion (s) in the terms and
cond itions of his tender not acceptable to the Mun icipal Corporat ion the
Municipal Corporation sha ll witho ut prejudice to any rig ht or r emedy be at libert y
to f orf eit in f ull the said earnest mone y a bsolutely.
SABARMATI WARD - 27 -
(9) As per Circu lar No. MCR 2176 (96) 2418 (ii) GHH dated 31-03-7 7 issued by
Gover nment of Gujarat contractors ar e requested to produce their quarr y
materials f or construction work through leg al sources. i.e. only f orm the quarry
lease holders, permit holder or midd le man who sat isf ies th e cont ractor as to the
legalit y of the source of purchase by him on these materials.
(10) Contractor has to make his own arrangement f or procurement of steel and
(11) Condit ional tender will not be accepted.
(12) All tenders are to be submitted in duplicate wit hout which the
(13) tenders are liable to be rejected.
(14) Condition of for m B1 Standard Specification of material & code of
practice w ill be applicable. Form B1 & B2 can be is available on w ebsite.
Contractor’s Si gnatur e Add. Cit y Engineer
SABARMATI WARD - 28 -
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vrµbÍtul Esluh Ft<t îtht «ftrN<
SABARMATI WARD - 29 -
ybœtJtœ BgwÂlÂmvj ftuvtuohuNl
yu.yth.me. xuLzh- Nh<tu
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ftbdehe fhtJJtbtk ytJNu.
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vulÕxe fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b m•tt Bgw.frb¹lh©elu
SABARMATI WARD - 30 -
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour Prohibition and
Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour is
employed on the site work, the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child
labour welfare fund. If the employer refuses to deposit then action will be taken for contempt of Supreme Court Judgement
and also will be prosecuted by concerned authority. Because of the breach of any provision of child labour prohibition and
regulation Act 1986 by the Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal
Corporation shall recover the said amount from the contractor.
Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date
06--02-97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining
amount is refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)
Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and has to follow
other govt.rules.
Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be entertain
regarding QUANTITIES.
* MODIFICATION OF DOCUMENTS
Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C. The
same shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender duly signed.
These shall form a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may
be necessary to comply with any addendum.
* ADDENDAUM/CORRIGENDUM .
Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the contract
documents. The full consideration shall be given to such addendum or corrigendum or correction before submission tender
duly filled in by the contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction
published by A.M.C through its website www.egovamc.com. Tenderes shall verify the number of addendum issued and
enclose the same with the tender documents,failing which the tender shall be liable for rejection and no any complaint in
respect to this shall be entertained under any circumstances.
Clause : 5 SCHEDULE OF MAINTENANCE
To keep paver blocks and footpaths durable, safe, and aesthetically pleasing, a structured maintenance schedule is essential.
Pavers are "interlocking" systems, meaning their strength relies on the sand in the joints; if the sand disappears, the blocks
move and eventually crack.
Below is a comprehensive maintenance and repair schedule categorized by frequency.
1. Common Defects & Repair Actions
When inspections reveal issues, use this guide to determine the repair method:
A. Sunken or Uneven Blocks (Settlement)
Cause: Poor base compaction or water washing away the bedding sand.
Repair: 1. Carefully lift the affected blocks using a flat-head screwdriver or paver extractor.
2. Add additional bedding sand to the base and compact it.
3. Re-install the blocks and sweep new sand into the joints.
SABARMATI WARD - 31 -
B. Missing Joint Sand (The "Linchpin" of Pavers)
Cause: Rain, wind, or aggressive power washing.
Repair: Sweep Polymeric Sand into the joints. This sand contains a binder that hardens when misted with water,
making it resistant to washouts and weeds.
C. Cracked or Chipped Blocks
Cause: Heavy vehicle impact or freeze-thaw cycles.
Repair: Individual blocks should be replaced. This is why it is recommended to keep "attic stock" (extra blocks)
from the original installation to ensure a color match.
2. Checklist for Footpaths
Contractor shall execute maintenance works as directed by the client and through self-inspection under the instruction
of Engineer-In-Charge.
Surveying of footpaths and paver blocks shall be undertaken as and when required on the designated roads and
chawls, as instructed by Engineer-In-Charge.
The inspection schedule shall be aligned with the following categories of complaints, with priorities determined by
the Engineer-In-Charge:
o CCRS complaints
o Complaints from MLSs/ Councilors
o Complaints from Officials
The specific roads and chawls shall be surveyed as per below schedule as specified.
o The contractor shall visit the ward office once a week to obtain details of the roads scheduled for
inspection and conduct a survey of footpaths and paver blocks, as directed by the Engineer-in-Charge
The Contractor shall adhere to the maintenance schedule outlined in the tender documents and comply with the
prevailing AMC circulars of SOM issued from time to time.
Contractor's Sign Addl.C.E.(westzone)
SABARMATI WARD - 32 -
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