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Tender Value
₹10.0 L
EMD Value
₹10,000
Closing Date
11 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Asst.Manager (North West Zone )
Providing New Footpath, Present Footpath Repairing, Curbing repairing and Footpath&Central Verge Colour work in Shayona area and other different places in Chandlodia Ward of North West Zone.
300525
T NOTICE NO. 13/2025-26 TENDER-29
Open
Civil Works - Others
Ahmedabad
3 documents required · 3 mandatory
₹900
Municipal Commissioner, Ahmedabad
₹10,000
2 May 2026
2 May 2026
2 May 2026
11 May 2026
2 May 2026
(1) Download : From web site :www.amc.nprocure.com
(2) Last date of online Tender Submission : Date:-04/05/2026 Upto 18.00 hours
(3) Date of Submission of Tender Fees, EMD : Date: 05/05/2026 upto 17.00 hrs.
& Other documents in hard copy
(4) Date of e-Tender (Technical Bid) : Date:-06/05/2026 at 12.00 hours
Deputy Municipal Commissioner
(North West Zone)
3 Floor, Rajmata Vijaya Raje Sindhiya Bhavan,
Nr. Atithi Restaurant, Pakwan Cross road, Bodakdev
Name of Work : Providing New Footpath, Present Footpath Repairing,
Curbing repairing and Footpath&Central Verge Colour work in
Shayona area and other different places in Chandlodia Ward of
North West Zone.
Sr.No. Particular Page No.
01 Information of Bidder
02 Section - 1 Notice Invting Tender
03 Section -2 Memorandum of Work
04 Section - 3 Scope of work
05 Section -4 General condition of Contract
06 Declaration form
07 Section - 5 Special condition of Contract
08 Section – 6 Special condition of Contract
09 List of Bank approved by AMC Annexure -1
10 Finance Circular no -37
11 General condition in Engilish
12 Genral conditions in Gujarati
13 Bank Gaurantee Form
14 Income Tax Clearance Form
15 Secirity Deposit Form
16 Performance Bank Gaurantee form
17 Agreement Form
Name of Work - Providing New Footpath, Present Footpath Repairing,
Curbing repairing and Footpath&Central Verge Colour work in
Shayona area and other different places in Chandlodia Ward of
North West Zone.
General information of bidder
All individual firms must complete the information in this form. Information shall be
provided for all owner(s) or applicant(s) that are partnership or individually owned firms.
1) Name of firm:
2) Head office address:
3) Local office address (if any)-
4) Name and Contact number of Propriter / Partner –
5) E-mail address-
6) Class of Registration
7) Name of Organization/Corporation/State Govt. Dept./ Central Govt. Dept of Registration
8) Additional information regarding litigation, debarment, arbitration, etc.
9) Affidavit. (if any)
MAHANAGAR SEVA SADAN – NORTH WEST ZONE
DY. MUNICIPAL COMMISSIONER (NORTH WEST ZONE)
3 Floor “Rajmata Vijya Raje”,Nr. Atithi Hotel , Bodakdev Ahmedabad-380054.
Web site: www.ahmedabadcity.gov.in Email: [email protected]
TENDER NOTICE No.13 / 2025-2026 / 29 NORTH WEST ZONE
Name of work: - Providing New Footpath, Present Footpath Repairing,
Curbing repairing and Footpath&Central Verge Colour work in
Shayona area and other different places in Chandlodia Ward of
North West Zone.
Invitation for Bid (IFB)
1. The AHMEDABAD MUNICIPAL CORPORATION, North West zone, ( hereinafter called
“the Employer/ Owner / Client / AMC ) invites sealed Tender document from
reputed and qualified bidders for the construction of Works detailed in the Table
Sr. Name of Works Approximate Earnest Money Time Limit in
No. value of works Deposit (Rs.) Months
1 Providing New Footpath, Rs. 9,99,000.00 Rs.10,000.00 12 MONTHS
Present Footpath Repairing,
Curbing repairing and
Footpath&Central Verge
Colour work in Chandlodiya
Gamtal area in Chandlodia
Ward of North West Zone
2. Interested bidders shall download the tender documents from AMC’s website
www.amc.nprocure.com/www.nprocure.com.
3. Tender (a complete set of bidding document) fee shall be As per N.I.T 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 Details of Tender fees shall be submit with scan copy at the time of
Quoting price bid of the tender and Physically to be submitted along with technical
bid Vol.-1 with other enclosure.
4. All bids must be accompanied by Earnest Money Deposit of the amount specified for
the Works in the above Table payable at Ahmedabad and drawn in favor of
MUNICIPAL COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest Money
Deposit will have to be specified Section --- Memorandum of Tender
5. Physical submission must be delivered to Asst. Manager (Admin) North West Zone,
Rajiv Gandhi Bhavan, Memco – Naroda Road, Ahmedabad As per N.I.T
6. The Bids will be opened on As per N.I.Tat the office of Addl.City Engineer (N/Z) , 1st
Floor, Rajiv Gandhi Bhavan, Ahmedabad Municipal Corporation, Memco-Naroda
road, Ahmedabad-25. in the presence of bidders or their representatives who
choose to attend. In the event of the specified date of bid submission/opening being
declared a holiday for the Employer, the bids shall be received /opened on the next
working day at the same place and the same time.
Sign of Contractor with Seal Add. City Engineer
Place - North West Zone
MEMORANDUM OF WORKS IN BRIEF
1 Name of work Providing New Footpath, Present Footpath Repairing, Curbing
repairing and Footpath&Central Verge Colour work in Chandlodiya
gamtal area in Chandlodia Ward of North West Zone
2 Tender Amount Rs. 9,99,000.00 (exclusive of GST). GST will be paid extra by
(Estimate put to Tender)
AMC/Authority at prevailing rate to the contractor.
3 Tender fee Rs.900.00
(Non refundable) (Demand Draft Pay orderin favour of Municipal Commissioner,
4 Time Limit (a) 12 Months
(b) If the site is not cleared to start the work, the time limit
will be considered from the date of possession given to
5 Download of Tender Complete bid documents can be downloaded with effect up to
Documents as per Tender notice from the website www.nprocure.com.
6 Required registration Register “ E2 ” class in PWD in Govt. R&B/CPWD/AMC or
equivalent register with any other state Govt. or institutions.
If successful bidder is not registered with AMC, they will have
to register before submitting his Running Bill No.
7 Earnest Money Deposit 1 % EMD of Estimate put to tender (Demand Draft / pay order/
(Bid security) Bank Gaurantee) in favour of Municipal Commissioner,
(1 % of Estimate put to Ahmedabad is to be submitted. Demand Draft shall be from
tender) approved list of AMC of banks and the issuing branch of bank
guarantee shall be of Ahmedabad city only and it should be valid
for 180 days from the last date of tender submission. E.M.D.
shall be submitted physically along with the Physical Submission.
8 Submission of EMD and Tender Fee & EMD should Submitted physically onDate:
Tender Fees 05/05/2026 upto 17.00 hrs.
along with tender documents as described in the invitation of
tender should be submitted to Assistant Manager(North West
zone) , Ahmedabad Municipal Corporation, North West Zone,
Zonal Office",Nr. Atithi Hotel, Bodakdev Ahmedabad Bid
submitted without bid security & tender fee shall be treated as
non responsive and shall be summarily rejected.
9 Last date of online Date:-04/05/2026 Upto 18.00 hours
submission of tender
10 Opening of bid Technical Bid will be opened on line on Date:-06/05/2026 at
hrs. in the office of Assistant Manager(North West zone)
Ahmedabad Municipal Corporation, North West Zone, Zonal
Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.
11 Tender validity period 120 days from the last date of submission of Tender. it should be
valid for 120 days from the last date of online tender
12 Security Deposit 5 % of Contract Value to be submitted in the form of Demand
Draft / Bank Guarantee as per. Bank Guarantee shall be from
approved list of AMC of banks and the issuing branch of bank
guarantee shall be of Ahmedabad City only.
The validity of the Security Deposit shall be up to valid till
days beyond Date of completion of work. The Security Deposit
shall be payable in 15 days from date of receipt of LOI failing
which interest @4% per annum will be charged by AMC.
13 Deductions from Running
a. 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.
b. Labour welfare cess 1% Labour welfare cess as per the Act, 1996 (non refundable)
shall be deducted from each running bill.
14 liquidated damages- 10% of the Amount For Balance work After Date of
Compensation For Delay Completion or extended time Limit.
15 Time permitted to Starts Whenever a work is allotted by Engineer Staff, whether minor or
the work major of part there of any amount, the contractor shall be
bound to start the work within 48 hours from the intimation of
work. The Intimation shall be via telephonically, via SMS, via
Whatsapp, via letter, 0r via E-mail shall be considered legal and
binding for the same. Failure to start the work in 48 hours from
the intimation by the AMC staff, the contractor shall be levied
panelty of (1) Rs. 1000/- per day (for the tender amounting upto
Rs.10 lakhs) (2) Rs. 2500/- per day (for the tender amounting
above Rs.10 lakhs to 30 Lakhs) (3) Rs. 5000/- per day (for the
tender amounting above Rs.0 lakhs)
Three times failures by contractor shall make contractor
responsible to be black listed unless and otherwise justified
properly writing / binding within 15 days from last notice of
20 Compensation for Delay 10% of Remaining work (As per Circular)
21 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price
To the Final Submission Time And Date. The Same Shall From a
part Of Tender And The Same As to be Attached Along With The
Tender Document.
22 EPF Act As per Acoount Department circular no-37 Date:09/08/2018
23 GST GST will be paid extra by AMC/Authority at prevailing rate to the
Sign of Contractor with Seal Add. City Engineer
Place - North West Zone
Tender Fee – 900.00 Date of submission : As per Tender Notice
Earnest Money- 10000.00 Date of Opening : As Per Tender Notice
Contractor’s Name & Address
AHMEDABAD MUNICIPAL CORPOATION
NORTH WEST ZONE - ENGINEERING DEPT.
Providing New Footpath, Present Footpath Repairing, Curbing
Work repairing and Footpath&Central Verge Colour work in Shayona area
and other different places in Chandlodia Ward of North West Zone. .
Item Unit Rate Amount
Center Line Marking Preparaition of drawing and
Establishment of Center Line for the proposed Right Of
Way using Total Station survey method and Marking
using good quality enamel paint as directed by
1 5.00 Engineer-In-Charge. Contractor shall get the drawings Rmt 5133.93
approved from Architect and submit to AMC before
commencement of the work. The work includes traffic
diversion provision so as to ensure smooth flow of
traffic.(Heritage Route Tapovan Visat Tender
Dismantling the following including loading, unloading
and disposal of unserviceable material for all lead or as
2 directed by Engineer-In-Charge and stacking the
serviceable material and backfilling the resulting
trenches and pits complete.
a 40.00 central verge -kerb stone Rmt 8
Dismantling tiled or stone floors laid in mortar
b 40.00 including stacking of serviceable material and disposal Smt 27.44
of uservicalble material with all lead and lifts.
c 20.00 Demolition & disposal of unservisable material with all Cmt 348.1
lead and lift for unreinforeced concrete. (AMC sor)
Demolition of Brick work and stone masonry including
stacking of serviceable materilas and disposal of
d 30.00 unserviceable materials with all lead and lift.(ii) In Cmt 544.95
Cement Mortar. (R&B Ahmedabad City SOR 2023-24,
Item No.20003B-20.21)
Demolition including stacking of serviceable materilas
e 30.00 and disposal of unserviceable materials with all lead Cmt 1047.38
and lift. (i) R.C.C. Work (R&B Ahmedabad City SOR
Scarifying of existing bituminous road surface (flexible
Pavement) by mechanical means upto required depth
to receive new tar road top layer i.e. seal coat and
3 30.00 bitumineous concrete including tools, plants, fuel, oil Smt 22.23
etc and disposal of unserviceable material/ debries
with all lifts and leads As directed by engineer in
charge.(CG Road Approved Rate)
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,
4 0.00 metal,s oiling/cutting Reinforcement etc.comp. with
stacking the material as directed. (Based on Previously
approved rate by C E sir )
a 50.00 up to 0.20 meter thickness (By Manual) Smt 71.10
0.20 to 0.30 meter (By any type of Breaker Machine or
b 50.00 R.C.C.Cutter machine including cost of operator, fuel, Smt 177.76
& transportation etc complete.
0.30 meter & above (By any type of Breaker Machine
c 3.00 or R.C.C.Cutter machine including cost of operator, Smt 311.08
fuel, & transportation etc complete.
Removing & recover of existing pipe line for sewer or
storm water above 300mm dia upto any depth &
5 20.00 Specials, removing any type of joint, carting it to the Rmt 89.29
Muni. Stores as & where directed as per instruction of
Engineer In charge with excavation & refilling.(CG
Road Approved Rate)
Dismantling of existing structural steel work for railing,
grill, gate, grating,jali, etc including foundation, sorting
the dismantled material, disposal unserviceable
6 12.00 material with all lifts and up to any lead at non Kg 2.05
objectional place and stacking the serviceable material
(structural elements) upto AMC store including
loading, unloading as directed by Engineer-in-
charge.(CG Road Approved Rate)
Removal of existing any type of paving or paving
stones of any type, any size, any thickness in required
depth including removing paver with spil sub base and
breaking sub base i.e concrete or metaling etc under
7 25.00 the supervision of concerned department, disposal Smt 43.75
unserviceable material with all lifts and up to any lead
at non objectional place and stacking the serviceable
material (paver) upto AMC store including loading,
unloading as directed by Engineer-in-charge. (CG
Road Approved Rate)
Removal of existing kerb stones of any type, any size,
any thickness in required depth including removing
kerb with base PCC including excavation etc under the
supervision of concerned department, disposal
unserviceable material with all lifts and up to any lead
at non objectional place and stacking the erviceable
material (paver) upto AMC store including loading,
unloading as directed by Engineer-in- charge. (CG
Road Approved Rate)
Pole Removal Removal of existing Light Poles/
telephone pole/ electrical pole/ signage pole with
fixtures/ signage sheet/ all cabling work including
excavation, Breaking concrete foundation under the
9 5.00 supervision of concerned department, disposal No 2669.64
unserviceable material with all lifts and up to any lead
at non objectional place and stacking the serviceable
material upto AMC store including loading, unloading
as directed by Engineer-in- charge.(CG Road Approved
Traffic Signal Removal Removal of existing Traffic
Signal Poles with all lighting arrangement and cabling
work including excavation, Breaking concrete
foundation under the supervision of concerned
department, disposal unserviceable material with all
lifts and up to any lead at non objectional place and
stacking the serviceable material upto AMC store
including loading, unloading as directed by Engineer-
in-charge. (CG Road Approved Rate)
Shifting of pole Shifting of Telephone /Electric poles
and Lines with all cabling work including excavation,
and dismantling of foundation concrete and lines
under the supervision of concerned department,
disposal unserviceable material with all lifts and up to
any lead at non objectional place and stacking the
serviceable material upto AMC store including loading,
unloading as directed by Engineer-in-charge. (CG Road
Removal Bus Shelter Removal of existing Bus Shelter
with all structure elements with seating arrangement,
roof, supports, advertise elements etc including
excavation, Breaking concrete foundation under the
12 3.00 supervision of concerned department, disposal No 13392.9
unserviceable material with all lifts and up to any lead
at non objectional place and stacking the serviceable
material upto AMC store including loading, unloading
as directed by Engineer-in-charge. (CG Road Approved
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
13 0.00 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) Road
Resurface zonal tender approved rate 2022-23
a 10.00 (A) up to 0.15 mt. (@ Two Coarse) No 728.82
b 5.00 (B) up to 0.35mt. (@ Four Coarse) No 1155.44
c 5.00 (C) up to 0.65 mt. (@ Seven Coarse) No 1786.49
d 2.00 (D) up to 0.90 mt. (@ Ten Coarse ) No 2150.9
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
14 4.00 chamber sheet cover, removing the debris from No 399.96
chamber and carting the same as directed. (Based on
Drainage SOR 2009-10) Road Resurface zonal tender
approved rate 2022-23
Conveyance charge of earth, lime, murrum, building
rubbish, manure, garbage, sludge, excavated rock, fly
ash, aggregates of any kind executed outside the road
15 0.00 site. Rate also includes spreading & levelling etc
complete. Internal conveyance above 50 mt done
within the work site is not payable. (R&B 2021-22
Statement No.5 Page no.5 & RA Approved St.Com.Res
a 5.00 a) Lead up to 1 Km. Cmt. 256.16
b 5.00 b) Lead From 1Km to 2 Km. Cmt. 278.18
c 5.00 c) Lead From 2 Km to 3 Km. Cmt. 296.43
d 50.00 d) Lead From 3 Km to 4 Km. Cmt. 312.45
e 50.00 e) Lead From 4 Km to 5 Km. Cmt. 326.73
EXTRA RATE PER UNIT PER Km. FOR
f 3.00 KILOMETERAGE ABOVE 5Km.LEAD FALLING IN
TOTAL RANGE BETWEEN
g 1.00 f) ABOVE 5 Km. & UP TO 10 Km Cmt. 7.41
1.00 g) ABOVE 10 Km. & UP TO 15 Km Cmt. 6.56
1.00 h) ABOVE 15 Km. & UP TO 25 Km Cmt. 5.96
Barricading the entire break down or excavated area
on rental basis using wooden ballies / M.S.angles at
max. 2.00 meter centre to centre, C.G.I. Sheet,
reflective paint / Board outside to avoid accident & for
smooth traffic diversion & movement including
cautionary board etc. Item also includes for making
16 100.00 temporary sufficient nos of lighting arrangement Rmt 79.99
throughout the work with necessary required
arrangement. ..The same shall be removed after
completion of work. (Only for break down work from
start to complete) (Based on Drainage SOR 2009-
10)Road Resurface zonal tender approved rate 2022-
Providing F.R.C. MH seat cover incl. carting to the work
17 0.00 site etc. comp. Directed. (Based on rate of central
store circular 01/2021-22, Dt. 13- 08-21)
F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &
Frames Cover :728mm ø & 100 mm thick circular
cover, 35.00 MT load design,100x2mm MS flat
allround, 16mm ø plain round bar for lifting the cover
& should be fitted with plastic cups. Frame : 560 mm ø
clear opening, outer size- 888x888x175 mm. On the
upper periphery of frame 25 x 3 mm wide MS flat
should be well embed in concrete to protect the edges
of frame. FRC E.H.D.-35 manhole cover & frame
Carting and Fixing M.H., Chamber or Catchpite Seat
and Cover in line and level to match exisisting road
18 2.00 level in C.C. 1:2:4 and finishing smooth, watering and No 746.59
protecting for 7 days etc. complete as directed. M.H.
seat cover will be supplied byA.M.C.(from any store)
(AMC approved rate)
Providing cast iron machine hole frame of weight 80 to
85 kg suitable for existing EHD- 35 FRC MH cover,
19 10.00 rate also incl. loading, unloading the frame as Kg 71.1
per instruction by engg. in charge. (AMC approved
Rate )Zonal Tender AMENDMENTS
Constructing Bombay Pattern Type Catch Pit of size
0.60 x 0.60 depth up to 1 mt including excavation,
B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the
20 5.00 prop. of CM (1:6) with 40 mm thick IPS flooring in the No 3110.8
prop M15 at bottom and 15 mm thick cement plaster
inside the catch pit in the proportion of CM (1:3)
without jali etc. comp. as directed. (AMC approved
CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali
21 10.00 with frame 600mm x 600mm clear opening etc. comp.. No 1377.64
As directed by engineer incharge. (AMC approved Rate
Providing and placing in position 100 mm thick factory
made fair finish Precast RCC Rectangular frame &
perforated/ slotted Covers on drains Alcock, Vyara, of
footpath of various sizes, of M- 25 grade cement
concrete for RCC work, including cost of moulding,
reinforcement, rendering, etc i.c. cost of cartage, all
leads & lift, handling at site etc. all complete as per
direction of Engineer-in-Charge.(CG ROAD Approved
Excavation for foundation upto 1.5m depth including
sorting out and stacking of useful materials and
23 5.00 disposing off the excavated stuff up to 50 Meter Cmt 88.3
lead.(B)Dense or Hard soil (R&B Dist. AHMEDABAD
SOR 2021-22 No.04001B page No.41)
Excavation for foundation for depth from
1.5mto3.0min cluding sorting out and stacking of
24 40.00 useful materials and disposing off the excavated stuff Cmt 95.8
upto 50 Meter lead.(B) Dense or Hard soil (R&B Dist.
AHMEDABAD SOR 2021-22
Excavation for foundation upto 1.5m depth including
sorting out and stacking of useful materials and
25 15.00 disposing off the excavated stuff upto 50 Meter Cmt 69
lead.(A)Loose or soft soil (R&B Dist. AHMEDABAD SOR
2021-22 No.04001A page No.41)
Excavation for foundation for depth from 1.5m to
3.0m including sorting out and stacking of useful
26 5.00 materials and disposing off the excavated stuff upto Cmt 76.5
50 Meter lead.(A) Loose or soft soil (R&B Dist.
AHMEDABAD SOR 2021-22 No.04002A page No.41)
Box cutting the road surface to proper slope and
camber for making a base for road work including
27 12.00 removing the excavated stuff and depositing on the Cmt 205.35
road side slope as directed upto 50Mt.lead. ( R&B
Ahmedabad Distric SOR 2023-24 Item No.26B008)
Filling available excavated earth (excludingrock)
intrenches. plinth,sides of foundations etc. Inlayers
28 12.00 not exceeding 20cm. Indepth consolidating each Cmt 78.55
disposited layer by ramming and watering.(R&B Dist.
AHMEDABAD SOR 2021-22 No.4006 page No.43)
Filling in foundation and plinth with murrum or
selected soil in layers of 20cm.thickness including
29 12.00 watering,ramming and consolidating etc. complete. Cmt 192.45
(R&B Dist. AHMEDABAD SOR 2021- 22 No.04008A
Providing and laying cement concrete 1:5:10 (1-
Cement : 5- fine sand : 10- graded brick bat aggregates
30 15.00 40mm nominal size) and curing omplete.(R & B SOR Cmt 1901.59
Item code 05009A, NBO 5.3.8 Page 74) Road Zonal
Providing and laying cement concrete 1:3:6 (1-Cement
: 3- coarse sand : 6- hand broken stone aggregates
31 5.00 mmnominal size) and curing complete excluding cost Cmt 2976.00
of formwork in (A) Foundation and Plinth (R&B
Ahmedabad City SOR 2023-24, Item No.05003A 5.3.3)
Supplying and Spreading good quality coarse sand free
32 5.00 from Impurities including Transporation to Site and Cmt 312.5
labour cost for Spreading etc. Comp. as directed.(
Approved AMC rate)Road Zonal tender 2022-23
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 Codal Provision.(RA Approved St.Com.Res
No.189,Dt.19/05/2022)Road Zonal tender 2022-23
a 15.00 Production & Supply of WMM Cmt 1708.13
b 15.00 Laying of WMM Cmt 31.25
Providing TMT Bar FE 500D reinforcement for R.C.C.
work including bending, binding and placing in
34 45.00 position complete upto floor two level (R&B Kg 75.46
Ahmedabad City SOR 2023-24, Item No.05014C-
Providing, fabricating, assembling, hoisting / erecting
and fixing inposition structural steel work at all
heights/ all levels/ all shapes &sizes with all leads &
lifts using any type of section like MS Rolled Steel
Sections, Hollow sections, Tubular Sections, MS Plates,
Chequered Plates etc. all confirming to latest relevant
IS codes for the work of steel structures railings,
signage pole, jali, gates, Bus shelter, screen wall, smart
pole, commercial pole, gantry structure, grills,
bracings, bollards, foundation plate and bolt,
platforms, brackets, cattle trap, framing foradvertise
box on lighting pole, electrical elements etc. including
straightening, cutting, bending, bolting and welding
the members all as per structural drawings and as per
65.00 detailed specifications (for materials & workmanship)
including necessary scaffolding/ staging, anchor
fasteners etc. complete in the situations described
hereinafter and comprising of : i) Profile Cutting of
components to required lengths/ widths and shapes/
profiles; ii) Smooth grinding / machining of edges /
faces / all welding joints; iii) Necessary welding
(electric arc welding) for required weld lengths and
sizes shall be carried out by qualified
welders. iv) The fabrication work shall start only after
approval of the fabrication drawings. Any change
required in the fabrication drawings shall be carried
out at no extra cost. Fabrication shall be in a perfect
Architectural workmanship manner and as provided in
Section V & VI of IS 800 & IS
7215. v) Electrodes for welding, the procedure,
0.00 selection, test and inspection shall confirm to
provisions in IS816, IS818, IS822 & IS823.
0.00 vi) Erection / hoisting shall commence only after
approval of fabricated parts by the Engineer in charge.
vii) Necessary arrangements of templates to keep the
0.00 foundation bolts in position, shall be made by
contractor without any extra cost.
viii) The rate shall include for applying two or more
0.00 coats of approved make and shade PU paint over two
coat of anti corrosive epoxy base primer, as per
instructions. In case of CNC work,
0.00 extra cost of CNC work shall be paid in relevant tender
Removing and refixing existing railing (upto 0.60 mt
height) as a barricadding or diversion lane as per
requirement of project execution stage and as
directed by engineer in charge. Rate shall be inclusive
of required foundation and steel member for fixing of
36 35.00 railing. After completion of work,contractor shall Rmt 82.96
dispose all material related to railing/ barricading i.e.
disposal of unserviceable material with all lifts and up
to any lead at non objectional place and stacking the
serviceable material (structural elements) upto AMC
store including loading, unloading as directed by
Engineer-in-charge(CG Approved Rate)
Providing and Casting in situ ordinary cement concrete
M200 for R.C.C. Raft and cutt off walls including
37 2.00 necessary shuttering laying, vibrating, ramming and Cmt 3672.3
curing complete.(B) Walls, fom top of foundation level
upto floor two level (upto 10ton). (As Per Auda
Providing & Applying Trimix with Machine floater
38 35.00 machine on constructed RCC work including Machine Smt 48.21
& Labour etc Comp as directed.
Labour work for fixing any kind of paving with cement
pointing in CM 1:2, including watering, ramming etc
39 65.00 comp. as dir.For pavement aI) Laying on Sand Smt 69.64
bedding as per requirement to fix the C.C.Block /
Nibhada Stone in Line & Level
Supplying and fixing of 380 mm H x 300 mm L x
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.
40 45.00 complete. The rate shall also include necessary cutting Rmt 431.96
of asphalt, fixing the Kerb stones in line and level on
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.(AMC approved
Rate )a) Laying on 5 cm thick Sand Bedding
Supplying and fixing of 300 mm-L x 150 mm-B x
mm-H Kerb block for Footpath 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.
41 150.00 complete. The rate shall also include necessary cutting Rmt 350.89
of asphalt, fixing the Kerb stones in line and level on
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. (AMC approved
Rate (a) Laying on 5 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 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)
hight x 600x 150 mm high median kerb.As per
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
43 accessories of kerb like radius kerbs, angles and Rmt
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
0.00 (b) 380 x 600 x 150 mm high Footpath kerb. As per
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
44 45.00 Black patta (Three Coat) one coat of priming & two Rmt 361.75
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) Rate Anlaysis as per AUDA tender
Supplying and fixing for central verge 230 mm L x
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
45 45.00 etc.complete.THe rate shall also include necessary Rmt 1376.75
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. (based
on Road Project sor)
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
46 150.00 grading and specification. The paver block shall be Smt 501.6
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.(AMC approved Rate )
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
47 5.00 specification laid paver block shall be mechanically Smt 572
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
25.00 shall be mechanically compacted. The work of the
48 paving blocks shall be executed in line and level by Smt
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 Paver block of size
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 Paver block of size
Labour work of fixing kurb any design of central verge,
(both side) footpath kurb, items includes necessary
excavation, asphalt cutting of any thickness, erecting
50 20.00 in line and position and pointing with cement mortar Rmt 136.4
(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
Labour work for fixing interlocking blocks / any kind of
pavement on up to 50 mm thick sand bedding,
51 800.00 levelling,watering and fixing in line & level as well Smt 68.64
cleaning the site etc.comp. as directed.(AMC approved
Bitumen Cutting Labour charge of cutting in
bituminous pavement. Cutting to be done with heavy
duty tandom cutting machine consist of diamond
blade. Minimum cutting depth shall be 75 mm from
the finished level. Cutting shall be perfeclty in line. The
width and depth of the removal of asphalt towards
kerb stone shall be as per the drawing. Bitumen shall
be carefully removed so that the the cutting edge
towards the road should not be disturbed. The work of
removal of the asphalt will be considered in this item
as running meter of the cutting done by machine. One
cutting line will be considered per length of the kerb
stone. Bitumen and other debris shall be disposed
within 10.0 km. as per the instruction of the engineer
in charge. Surroundings shall be cleaned to the
satisfaction of the engineer in charge.
Removing and refixing of kerb Removal of
existing kerb stones of any type, any size, any
thickness in safe manner with base PCC including
excavation etc and refix the same as desired location
as per drawing and as directed by Engineer in charge.
Rate shall be inclusive of removing with all subbase
53 20.00 (including excavtion), refixed the same (approved Rmt 72.32
before reuse) on existing base PCC, addition kerb of
same profile (if required and shall be paid relevant
tender item), disposal unserviceable material with all
lifts and up to any lead at non objectional place and
stacking the serviceable material (paver) upto AMC
store including loading, unloading as directed by
Engineer-in- charge.
Filling Zari Filling of Zari along the sides of the
kerbstone fixed, prepared with Bituminous Concrete
54 20.00 mixed in proper proportion as directed by Engineer- In Rmt 50
- Charge to form a pourable mixture. (Street
Devlopment of Dehgam Road From Devi Cinema
Providing and laying cement concrete tactile tile (for
vision impairedpersons as per standards) of size 300 x
300 x 25 to 30mm of Vyara, Super, Nishu approved
make and pattern having water absorption not over
6% and conforming to IS: 13801:1993, of approved
55 2.00 make, pattern and shade (with UV light resistant Smt 702.24
colours from Lanxess only) in outdoor floors such as
footpath, court yard, multi modals location etc., laid
on 30 to 40mm thick base of cement mortar 1:4 (1
cement : 4 coarse sand) in all shapes & patterns
including grouting the joints with white cement mixed
with matching pigments etc. complete as per direction
of Engineer-in-Charge.(CG Road Approved Rate)
Pre cast Cylindrical Bollard Providing and fixing
cylinder pre cast bollard with exposed/ fair finished
made in M-30. Bollard is precast with cement concrete
of M-30 grade by providing 4 no of 12 mm dia. tor
steel by vibro compaction method using FRP/steel
mould for achive shutttring finish as directed and
approved by EIC. Sample shall be approved.
Approximate size of bollard is 900 to 1000mm height x
225 to 300mm dia. Rate shall be inclusive of concrete,
56 25.00 reinforcements as stated in the item description, No 1084.49
necessary moulds, pouring, placing, compaction,
necessary curing, all accessories required for fixing,
with all taxes, transportation, loading and unloading
charges. Additional reinforcement, if any shall be
measured and paid for in the relevant tender item.
The rate shall also include for erecting and fixing the
pieces in position etc complete as per drawing. The
rate shall also include the cost of excavation, base PCC
M15 grade and finish good, curing etc complete as
directed by engineer in charge.(C G Road tender
Providing and applying Synthetic Enamel Paint on
existing MS structural steel work with minimum two
coat of paint of approved make and shade including
57 8.00 cleaning all dust, durt and other foriegn matters, sand Smt 66.07
papering, scafolding etc with all material labour
equipments for all height as directed by engineer in
charge.(C G Road tender Approved Rate)
Painting Two Coats on divider and footpath curb
surface / New Concrete Surface ( Painting two coats
58 801.00 after filling the surface with synthetic enamel paint in Smt 71.86
all shades on new plastered concrete surfaces) (AMC
approved Rate )
Road marking with hot applied thermoplastic paints
with reflectorising glass beads on bitumin surface
providing and laying a hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass
beads @ 250gms per sqm area, thickness of 2.5mm is
excluding of surface applied glass beds as per IRC:35.
The finished surface to be level, uniform and free from
streaks and holes.) Directional Arrow, Lettering. (AMC
Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin
Shanks Raised Pavement Markers made of
polycarbonate and ABS moulded body and reflective
panels with micro prismatic lens (No glass bed lens)
capable of providing total internal reflection of the
light entering the lens face and shall support a load of
13635 kgs .tested in accordance to ASTM D 4280 Type
Hand complying to Specifications of Category A of
MORTH Circular No RW/NH/33023/10-97-DO III
Dt 11.06.1997 .The height, width and length shall not
60 exceed 20 mm, 130 mm and 130 mm and with Nos 320.86
minimum reflective area of 13 Sqcm on each side and
the slope to the base shall be 35 +/- 5 degree.The
strength of detachment of the integrated cylindrical
shanks, (of diameter not less than 19 +/- 2mm and
0.00 height not less than 30 +/-2 mm) from the body is to
be a minimum value of 500 Kgf. Fixing will be by
drilling holes on the road for the shanks to go
inside,without nails and using epoxy resin based
adhesive as per manufacturers recommendation and
The color of the marker should be as per the IRC35-
2015 and as directed by Engineer-in-charge. (R & B
SOR 2021-22 Item No. 26162A, page 239)
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
61 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. (SMC Approved tender Rate) Road
Zonal tender 2022-23
b 3.00 Size : 1' x 1'(40 to 50 mm thick) Rmt 103.52
Providing and fixing SS 304 grade satin finish
perforated dust bin / litter bin of size 850 mm x
mm x 850 mm and capacity 50 Ltr each bin madeout
of minimum 1.2mm thick sheet with pole of Saflow,
Jindal, KMGS and as per approved sample. Dust bin
shall be floor mounted with both side pivot for tilting
62 1.00 having stand arrangement. Both bin shall be covered No 16261
with SS sheet. Dust shall be having chemical resistant,
blended with stabilizers, Anti Corrosive, Anti Acidic,
Non toxic and free from joints, welds or rims; open
from either side for easy garbage drop even from
distance, Dustbin shall be as per approved and
seperate Dustbin for Dry and wet Waste shallbe
provided( Green and Blue Colour Demarcation on it)
(CG Road Approved Rate)
Providing and making Tree pit. It includes excavation
upto 600 mm depth including removal of the debris,
Size of the pit is 1000 mm dia. Hume pipe of 900 mm
dia NP2 class with 500 mm height to be placed in the
excavated pit and outside area of the Hume pipe to be
filled with the good quality earth completed as
63 9.00 directed by Engineer-in-Charge. Hume pipe shall be No 844.87
filled with the garden soil,( 10Kg/ per Tree pit of Vermi
Compost or mixture of decade neem cake and tobaco
powder). upto required depth and remaining bottom
part shall be filled with good soil completed as
directed by Engineer-in- Charge. Rate includes rate of
hume pipe, garden soil with Vermi Compost or mixture
of decade neem cake and tobaco powder , good soil
etc.(CG Road Approved Rate)
Providing and fixing tree guard, fabricated from 25 x
25 x 3 mm MS angle and 32 x 32 mm of 3.2 mm thick
MS weld mesh as per drawing and details. Necessary
provisions for the anchoring to floor shall be made in
the tree guard. Tree guard shall be painted with 1 coat
of epoxy primer of 50 to 60 micron DFT (dry film
64 2.00 thickness) and 2 top coats of Metal PU Paint of having No 2131.91
DFT 40 to 50 micron of approved shade of MRF or
equivalent paint as per manufacture’s specification
over all the surfaces or as specified in the drawing as
per the shade approved as per the drawing and
specification. The rate shall also include the fixing of
necessary name plate. (Sample to be approved) (CG
ROAD Approved Rate)
Providing and fixing 75 mm thick Tree Grating
950*950*75 mm as per design and drawing. The rate
shall be inclusive of providing and laying 50 to 80 mm
thick average bedding layer of coarse sand below tree
65 15.00 grating as per required grading and specification. The No 836.61
centre of the grating to be same as the centre of the
tree trunk. The grating to be 8 pieces as per drawing.
The work of the grating blocks shall be executed in line
and level by skilled mason of flooring work only. (Sola
Scienecity Road tender Rate)
Paver Block Providing and laying, Dished Channel
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 suite drain besides paking area
and other areas as mentioned in the drawing.
Including providing and laying 50 mm thick average
bedding layer of coarse sand below dished channel as
per required grading and specification. Laid dished
channel shall be mechanically compacted. The work of
the dished channel shall be executed in line and level
by skilled mason. Small size of dished channel with
same specification shall be used at residue or at end. If
cutting of dished channel shall be required , than cut
by machine only and laying to be done by skilled
flooring mason. Actual laid area shall be measured and
paid without any wastage. (A) 600 mm X 300 mm X
100 mm thick M-25 grade Grey dished curved channel
DWC Pipes Supplying and laying following sizes Double
walled corrugated HDPE pipes confirming IS
Part 1 & Part 2 of approved make in open / concealed
in manner including excavation and back filling (if
required) as per layout and drawing and re-filling the
trenches etc. complete as directed. (NP Class) 120 MM
OD DWC Pipe(CG Road approved Rate)
Brick work using common burnt clay building bricks
having crushing strength not less than 35kg./Sq.Cm. In
foundation and plinth in Cement Mortar 1:5. (1-
Cement: 5 -fine sand)(B) Conventional
Providing 15mm thick cement plaster in single coat on
Rough (Similar)side of single or half brick walls for
69 31.00 interior plastering upto floor two level and finished Smt 104.06
even and smooth in (i) Cement mortar 1:3 (1-
cement:3-sand) (R&B SOR)
Providing and laying in position Ready Mixed M
grade concrete for reinforced cement conctere work
using cement content as per approved Design Mix
manufactured in fully automatic batching plant and
transported to site of work in transit mixer for a lead up
to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of
70 1.00 R.M.C. from transit mixer to site of laying, excluding the Cmt. 4793.10
cost of centering shuttering finishing and reinforcement
including cost of admixtures in recommended
proportions as per IS: 9103 to accelerate/ retard setting
of concrete, improve workability without impairing
strength and durability as per direction of the Engineer
- in - charge. ithout Fly Ash (Min cement level as per
latest IS 456 shall be maintained) (R&B Ahmedabad
City SOR 2023-24, Item No.5055)
Providing, supplying and fixing pre cast C.C. blocks (M-
20) edge kerb having size of 75 x 300 x 300 mm depth
71 43.00 and as per design conveying it to the site, jointing into Rmt 195.54
C:M 1:3 and racking out the joints incl. necessary
excavation of asphalt, soil etc. completed. ( App Rate )
% ABOVE or % BELLOW
CONTRACTOR'S SIGNATURE Add .CITY ENGINEER
& STAMP (North West Zone)
Name of Work - Providing New Footpath, Present Footpath Repairing,
Curbing repairing and Footpath&Central Verge Colour work
in Shayona area and other different places in Chandlodia
Ward of North West Zone.
Here's a general outline:
1. Site Preparation
Surveying and Marking: Marking the designated area for footpath construction.
Clearing and Excavation: Removing vegetation, debris, and existing structures.
Earthwork: Excavating to the required depth and compacting the subgrade.
2. Base Preparation
Sub-base Layer: Laying and compacting a granular sub-base material (e.g., crushed stone) for
Base Course: Adding a concrete or asphalt base layer for structural support.
3. Drainage System
Installation of Drains: Adding side drains or cross drainage to prevent water accumulation.
Slope and Gradient: Designing the footpath to ensure proper runoff.
4. Footpath Construction
Pavement Material:
Concrete, asphalt, paver blocks, or natural stone as per design.
Mixing, placing, and compacting concrete or asphalt layers.
Surface Finishing: Smoothing or texturing the surface to ensure slip resistance.
Expansion Joints: Installing joints in concrete footpaths to prevent cracking.
5. Kerb and Edging
Kerb Installation: Laying curbs to define the boundary between footpaths and roads.
Edging Materials: Using stones, bricks, or concrete for neat edges.
6. Utilities and Accessories
Utility Integration: Installing conduits for electrical cables, water pipes, or other utilities.
Fixtures: Adding bollards, railings, benches, or street lighting where necessary.
7. Landscaping and Aesthetics
Green Zones: Incorporating tree pits or planting areas if required.
Tiling/Designs: Using decorative pavers or tiles for aesthetic appeal.
8. Safety Measures -Traffic Management: Setting up temporary barricades and signage
during construction.
Pedestrian Safety: Providing alternate routes for foot traffic.
9. Quality Control -Material Testing: Ensuring materials meet quality standards.
Compaction Tests: Verifying proper compaction of the base and sub-base layers.
Final Inspection: Checking alignment, levels, and overall quality.
10. Completion and Handover
Cleaning: Removing construction debris and waste.
Sign-off: Final approval by authorities or stakeholders.
Sign of Contractor with Seal Dy. City Engineer
Place - North West Zone
GENERAL CONDITIONS OF CONTRACT
4.1 INVITATION TO TENER
a) The Municipal Commissioner for and on behalf of the Ahmedabad Municipal
Corporation, Ahmedabad, hereinafter referred to as the Corporation, will receive
on line tenders for the construction works according to the specifications and
Schedule of Quantities in the tender documents herewithattached.
b) The Corporation reserves the right to reject all the tenders or the lowest or any
other tender which in the judgement of the Corporation does not appear to be in its
best interest, and the tenderer shall have no cause of action or claim against the
Corporation or its officers, employees, successors or assignee for rejection of its
c) The Municipal Commissioner does not bind himself to accept the lowest or any
tender. If the tenderer wishes to offer discount in the event of the entire work being
awarded to him, he shall state so in thetender.
d) Tender documents are nottransferable.
4.2 TENDER VALIDITY PERIOD
Thetendershallbekeptvalidforacceptanceforaperiodofonehundredtwenty(120)
calendar days from the last date of online tender submission.
4.3 LANGAUGE OF TENDER
Tenders shall be submitted in English, and all information in the tender shall be in
English. Information in any other language shall be accompanied by its translation in
English. Failure to comply with this may disqualify a tender. Only English text shall
4.4 TENDER DOUCMENTS
The tender documents contains
1) Technical bid (uploaded in www.amc.nprocure.com)
2) Financial bid (uploaded in www.amc.nprocure.com)
3) Drawings (uploaded in www.amc.nprocure.com)
4) Any addendum (uploaded in www.amc.nprocure.com)
5) Tender fee (in form of DD)
6) Earnest Money Deposit (in form of DD/ Bank Gaurantee)
7) A certificate of registration as approvedContractor.
8) An Income-tax clearance certificate for the last three financial years.
9) A solvency certificate.
10) Company Profile
11) Details of the work of similar type and magnitude carried out by the tenderer
including names of the authorities for which works were executed.
12) Any litigation history
13) Any other documents uploaded in www.amc.nprocure.com)
4.5 EARNEST MONEY DEPOSIT
a) 1 % EMD of Estimate put to tender (in form of Demand Draft/ Bank Gaurantee) in
favour of Municipal Commissioner, Ahmedabad is to be submitted.
b) Bank Guaranteed must be from approved list of AMC of banks as specified in
Annexure - 1 and the issuing branch of bank guarantee shall be of Ahmedabad city
only and it should be valid for 180 days from the last date of tender submission.
E.M.D. shall be submitted physically along with the Physical Submission.
c) Tenders not accompanied by Earnest Money as required shall be rejected as non-
d) In case of Bank Guarantee, the same shall be valid for 180 days from the last date of
tender submission
e) If during the tender validity period, the tenderer withdraws his tender or the
successful tenderer fails to accept the contract within 10 calendar days after
receiving notice of the award of contract and fails to submit contract deposit, the
earnest money in the form of D.D/ bank guarantee shall be forfeited and the
tenderer may be disqualified from tendering for further works with the Municipal
Corporation ofAhmedabad.
f) After the award has been finalised, the Earnest Money will be returned to the
respective tenderers.No interest will be paid on any tender deposit /guarantee.
4.6 Income Tax Clearance Certificate
In case of domestic tenderers, the tender must be accompanied by an Income-Tax
Clearance Certificate for the last three financial years in the form attached (Form
‘B’). In case it is not possible to furnish such a certificate, the tenderers should
submit with the tender, information regarding the Income-Tax, circle or ward of the
district in which he is assessed for Income Tax, reference number of the assessment
and the assessment year in the form attached (Form ‘C’). If a tender is submitted
without complying with these requirements, it is liable to be rejectedoutright.
4.7 SOLVENCY CERTIFICATE
Solvency Certificate of an amount 20 % of the tender estimated cost shall be
enclosed with technical bid. Bank Solvency shall not be older than one-year period as
on the last day of the month previous to the one in which Tender are invited. If he
fails to produce such certificate his tender will not be considered.
4.8 LITIGATION HISTORY
The bidder should provide accurate information on any litigation history
orarbitration resulting from contracts completed or under execution by him over
the last ten years. This should also include such cases, which are inprocess/progress.
A consistent history of awards against the bidder or any partner of a joint venture
may result in failure of the bid. In case the bidder has not provided such information
and has come to the notice of the Authority, the tenderwill be rejected at
whatsoever stage and in such case all the losses that will arise out of this issue will
be recovered from the tenderer/contractor and he will not have any defense for
4.9 SUBMISSION OF TENDER
a) Tenderer shall have to quote the financial bid on line www.amc.nprocure.com on
(+/-) percentage only.
b) The sealed envelopes shall show on the outside, the name of the tenderer and his
addresss, name of work, Tender Id Number. In addition, the lower left hand corner
of the envelope or other container should indicate the Contract number and the
tender opening date. Tenders which are opened before the due date with no
indication having been given on the outside of the envelope or container to indicate
that it is a tender liable to be disqualified.
c) The above documents shall be reach up to 17.00 hrs. on 04/12/2024at the following
address via RPAD/ Speed post/ Courier / in person.
d) No tender shall be accepted unless both the envelope is sealed. Tenderers shall not
be allowed to fill in or seal their tenders at the Municipal Office. Tenderers are
requested to present the tenders in good time on the stipulated day so as to avoid
rush at the closinghours.
4.10 INTERPRETATION OF DOCUMENTS
a) Tenderers shall carefully examine the Tender Documents and fully inform
themselves as to all the conditions and matters which may in any way affect the
work or the cost thereof. Should a tenderer find discrepancies in or omission from
the specification or other documents, or should be in doubt as to their meaning, he
should at once address a query to the Addl. City Engineer (North West Zone) Any
resulting interpretation of the Tender Documents will be issued to all tenderers as an
Addendum. Verbal clarification and/or information given by the Addl. City Engineer
(North West Zone) shall not be binding on theCorporation.
4.11 SITE VISIT
The tenderer shall be considered to have visited the site of work, fully acquainted
himself with the local situation regarding materials, labour and other factors
pertaining to work and studied the site before submitting the tender.
4.12 ERRORS AND DISCRIPENCIES IN TENDER
a) Any Errors or Discrepancies in the Schedule of quantities and Rates (Financial bid)
submitted with the tender be found to contain errors, or discrepancies the owner /
engineer will not permit any bidder to change the substance or price of his bid after
the bid opening. In case of discrepancy in the quoted percentage and
thecorrespondingamountthepercentagequoted in words in all cases shall govern.
Also the bidder will not be permitted to correct or withdraw material deviations or
reservations once bids have been opened.
4.13 EVALUATION OF TENDER
The following factors shall be considered for the Evaluation of tenders
i) Technicalcompetence.
ii) Relative quality of previousjobs.
iii) Organization setup.
iv) FinancialCapability.
4.14 BID OPENING
a) The Owner will open all the Bids received (except those received late), in the
presence of the Bidders or their representative who choose to attend. In the event
of the specified date of Bid opening being declared a holiday for the Employer, the
Bids will be opened at the appointed time and location on the next working day.
4.15 EMPLOYER’S RIGHT TO ACCEPT OR REJECT ANY OR ALL BIDS
a) Notwithstanding anything contained in this Bid, the Authority reserves the right to
accept or reject any Application and to annul the Bidding Process and reject all
Applications/ Bids, at any time without any liability or any obligation for such
acceptance, rejection or annulment, and without assigning any reasons therefore. In
the event that the Authority rejects or annuls all the Bids, it may, in its discretion,
invite all eligible Bidders to submit fresh Bids hereunder.
4.16 Award of Contract
Notification of award will be made in writing to the successfultenderer.
a) The contract will be awarded to the technically and financially qualified and
responsive tenderer offering the lowest overall evaluated tender or tenders in
conformancewithspecifications
b) Evaluation of tenders and policy for tenders under considerations, mentioned in
Section -5.A responsive tender is one which accepts all the terms and conditions of
the Tender Documents without any major modifications. A major modification is one
which affects in any way the price, quality, quantity or completion of works or which
limits in any way, any responsibilities or liabilities of the tenderer or any rights of the
Corporation, as specified in the Tender Documents. The Corporation may waive any
minor informality in a tender which does not constitute a major modification.
c) In case, the tender is found technically responsive, tenderer will be intimated
accordingly. Financial bid of only technically qualified tenderer will be opened.
Financial bid of the technically not qualified tenderer will be returnedun-opened.
4.17 SIGNING OF CONTRACT
a) The successful tenderer shall be required to execute the Contract within 15 days of
receipt of intimation to execute the Contract, failing which the Corporation will be
entitled to claim discount offered for payments of bills in spite of non-payment of
the bills within the stipulated time, if such non-payment is the result of non-
execution of the contract by the tenderer. Moreover if the contractor will not pay
security deposit and do the agreement within 15 days after issuing the first letter
from the authority or corporation, for that the registration will be kept in abeyance
for three years.
b) The person to sign the contract documents shall be the persons as detailed in Clause
No. signing of tenderdocuments.
c) The successful tenderer is now know as Contractor who execute the work as per
tender conditions and specification.
4.18 STAMP DUTY AND LEGAL CHARGES
It shall be incumbent on the successful tenderer to pay stamp duty on the contract and leg
4.19 SECURITY DEPOSIT
a) 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 / Demand
Draft 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.
b) The Security Deposit shall be payable in 15 days from date of receipt of LOA failing
which interest @4% per annum will be charged by AMC.
c) The successful bidder to whom ‘LOA’ has been issued shall enter into an agreement
at Employer’s office within 15 days of LOA.
d) However, the failure of successful bidder to pay ‘Security Deposit’ and signing the
contract shall constitute sufficient grounds for annulment of the award of contract
and forfeiture of the earnest money deposit, in which case the Owner/Engineer
may award the contract to the next lowest evaluated responsive bidder. In the
event of not finding any such bidders, the employer is empowered to call for
4.20 LIQUIDATED DAMAGES FOR DELAY -
(i) If the Contractor fails to complete the work under contract by the stipulated date, he
shall pay liquidated damages of 10 percentage of the remaining value of work from
the date of delaying the said work up to the date of completion and handing over
to the Ahmedabad MunicipalCorporation.
(ii) Delays for requiring payment of ten percentage liquidated damages of the remaining
amount of tender work for performance shall be sufficient for termination of
contract and forfeiture of security deposit including amount of performance bond in
respect of works estimated to cost more than Rs.15 lacs of performance and
registration of the contractor shall also be kept in abeyance for three years from the
date as fixed on allcases.
(iii) Further to above, AMC may take actions such as recovery by revenue ways and / or
else. Black listing the Contractor permanently and will inform all other Govt. / Semi
Govt. / Corporations / boards / Municipalities / Nagarpalikadepartments
(iv) If the contractor has gone against AMC for litigation or Arbitration for any reasons
whatsoever, the contractor will not be considered for the works after that date i.e.
contractor will be disqualified for the works after that date. Before proceeding for
Black listing the contractor, AMC may consult Legal Department of AMC.
4.21 EXTENSION OF TIME
If the Contractor shall desire an extension of the time for completion of the work on
the ground of his having been unavoidably hindered in its execution or any other
ground, he shall apply in writing to the Concerned Dy.Municipal Commissioner
before the expiration of the period stipulated in the tender or before the expiration
of 30 days from the date of which he was hindered whichever is earlier Concerned
Dy. Municipal Commissioner may, in his opinion, believe that there are reasonable
grounds for granting an extension, grant such extension, as he thinks necessary or
proper. The decision of the Concerned Dy. Municipal Commissioner in this matter
4.22 JOINT VENTURE AND SUBCONTRACT
a) 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.
b) 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.
c) No joint venture is allowed in this work.
4.23CARE OF WORKS, INSURANCE & INDEMNITY
a) Contractor shall be responsible for any Damage - damage may be causality, material
damage, neighbor's property / public property damage. Contractor shall be bound
for the Compensation for any damage due to contractor / during the execution of
b) From commencement to completion of the work as a whole, the Contractor shall
take full responsibility for the care thereof and for taking precautions to prevent loss
or damage except the loss/damage occasioned by Employer’s Risks or Force Majeure
Risks, which are not insurable as per hereof. He shall be liable for any damage or
loss that may happen to the works or any part thereof except the loss/damage
occasioned by Employer’s Risks or Force Majeure Risks. Any such loss or damage
shall be restored in good order and condition and in conformity in every respect with
the requirements of the Contract and instructions of the Engineer-in-Charge at
Contractor’s cost. The re-doing or repair of Permanent Works occasioned by
Employer’s Risks or Force Majeure Risks which are not insurable shall be paid by the
Employer as per variation order provided such a loss or damage could not have been
foreseen or avoided by a prudent person.
c) The Employer shall not be liable for in respect of any damages or compensation
payable to any workman or other person in the employment of the Contractor or
any subcontractor, other than death or injury resulting from any act or default of the
Employer, his agents or servants. The Contractor shall indemnify and keep
indemnified the Employer against all such damages and compensation, other than
those for which the Employer is liable as aforesaid, and against all claims,
proceedings, damages costs, charges and expenses whatsoever in respect thereof or
in relation thereto.
d) Insurance of labourers :The Contractor shall be responsible to arrange for insurance
of all labourers. Skilled and unskilled, workers, supervisors etc., employed by him as
per labour regulations of thestate.
4.24 CONTRACTOR TO CONSTRUCT THE WORKS
a) The Contractor shall with due care and diligence design (to the extent as provided
for in the contract), execute and complete the works and remedy the defects if any
in accordance with the provisions of the contract, detailed design and drawing for
permanent works shall be made available by AMC.
b) Contractor shall provide all superintendence, engineer, labour, materials, plant,
contractor’s equipments, and all other things as may be required to design, execute,
complete, and maintain during defects liability period the works.
c) Any defect, error, omission, fault shall be immediately brought to the notice of the
Engineer-in-Charge and/ or his authorized representative before or during the
execution of the works.
d) The Contractor shall take full responsibility for the adequacy, stability, safety of all
site operations and methods of construction. Contractor shall not be responsible for
the design and specifications of the Permanent Works not designed by him.
e) The Contractor shall be responsible for:
The accurate setting out of the Works in relation to original lines, levels, and points
of reference given and getting the same approved from the Engineer-in-Charge
and/or his authorized representative.
The correctness of all positions, levels, dimensions and alignment of all parts of the
The provision of all necessary instruments, appliances, and labour in connection with
the foregoing responsibilities.
Contractor shall rectify all errors during execution of works at his cost except for the
errors that occur due to supply of incorrect drawings or instructions by the Engineer.
f) The checking and approval by the Engineer of any alignments, levels and setting out
shall not relieve the Contractor of his responsibility for accuracy thereof.
g) The Contractor shall provide and maintain a site office at plant with toilet facility for
the Engineer and his staffs for the complete duration of the contract at no cost to
4.25 DEFECT LIABILITY PERIOD
a) The contractor shall be responsible to make good and remedy at his own expense
any defect which may develop or may be noticed before the period mentioned
hereunder from the certified date of completion, The within 15 days of receipt of the
notice. In the case of failure on the part of the contractor, the Engineer-in-charge
may rectify or remove or re-execute the work at the risk & cost of the contractor.
The Engineer-in-charge shall be entitled to appropriate the whole or any part of the
amount of security deposit towards the expenses, if any, Incurred by him in
rectification, removal or re-execution. The Defects Liability period shall be as
under(a) for all works costing upto Rs. 50,000 ( amount put to tender), the period
shall be 3 months from the certified date of completion.
b) (b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore (amount put
tender), the period shall be 6 months from the certified date of completion or one
monsoon, whichever is later.
c) (c) for major projects costing more than Rs. 1 crore, the period shall be 12 months
from the certified date of completion which should include one monsoon.
d) (d) For building works, the period specified in (a), (b) or (c) above OR elapse of
monsoon period following the certified date of completion, whichever is later. For
the purpose of deciding the monsoon period, the 30th September may be treated as
e) 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,
a. Safety of the works.
b. Safety of the Contractor’s employees and all the persons directly or indirectly
engaged by him for the works.
c. 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
d. Any authorised third party persons on the site.
e. Contractor’s plant and equipment
f) 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 and/or his authorized representative or by any duly constituted
authority for the protection of the works or for the safety and convenience of the
public or other.
g) Insurance of labourers :The Contractor shall be responsible to arrange for insurance
of all labourers. Skilled and unskilled, workers, supervisors etc., employed by him as
per labour regulations of thestate.
h) 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.
i) 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.
j) 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.
k) All temporary warning/ caution boards display such as “Construction Work in
progress”, “Keep Away", “No parking”, “Speed limit”, Diversion”, etc. shall be
provided and displayed during day as well as night time by the contractor, wherever
required and as directed by the Engineer. A signboard with project description,
Name of client Project, etc. should be displayed at proper locations as directed by
the Engineer at no extra cost.
l) Arrangement of temporary water and electricity 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.
m) During execution of works and in defect liability period ,In any case if any fatal
accident (major or minor) occurs due to poor work and poor safety precautions, then
it will be completely contractor’s responsibility and compensation for the same has
to be paid by tenderer. During execution of works and in defect liability period, If any
news is published in print/Electronic/Social media regarding inferior quality of work
and poor safety precautions, and due to inferior quality work any fatal injuries
occurs, all the losses due to such accidents and expenses of legal matters shall be
borne by contractor.
n) 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. Security deposit for the work shall be released only after the clearance is
obtained from the local authorities from whom temporary electric/ water I
telephone connection have been obtained by the contractor.
o) The Contractor shall depute Safety Engineer, 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 used at site.
p) If the contractor dose not provide experienced personnel like Plant Engineer, Site
Engineer etc, then the AMC may impose additional penalty which will be decided by
Engineer-in-Charge and/or his authorized representative. And it will be binding to
the contractor and such penalty may be deducted from contractor bill/Payment.
4.27LIABILITY OF ACCIDENTS TO PERSONS
Responsibilities and liabilities of the contractor under Workmen’s Compensation
a) In the case of an accident, in respect of which compensation may become payable
under Workmen’s Compensation Act, whether by the Contractor or by the Municipal
Corporation as principal Employer, it shall be lawful for the Engineer-in-charge to
retain out of money due and payable to the Contractor , such sum or sum of money
as may, in the opinion of the Engineer in charge, be sufficient to meet such a liability.
The opinion of the Engineer in charge shall be final in regard to all matters arising
under this clause.
4.28 SECURTIY & TRAFFIC ARRANGEMENTS
a) In event of any restriction being imposed by the Security Staff of Owner, Ahmedabad
Municipal Corporation, Government or any other local governing body having
control over the project, on the working or movement of labour, materials, the
Contractor shall strictly follow all such restrictions or instructions issued regarding
the same and nothing extra shall be payable to the Contractor on account of such
restrictions or instructions. In case of loss of time on this account if any, shall have to
be made up by generating additional resources etc.
b) General security restrictions are given as under:
i. The movement of trucks and vehicles shall be regulated in accordance with rules and
regulations as approved by competent authorities.
ii. The Contractor shall inform in advance, if required, the truck registration numbers
ownership of the trucks, names, and addresses of the drivers for necessary action by
the security agency.
iii. As and when there will be security requirements, certain additional restrictions can
be imposed as per the requirement of the situation.
iv. No claim whatsoever will be entertained by the Owner on account of any restriction
that can be imposed as per the requirement of the situation.
c) No inflammable materials including P.O.L. shall be allowed to be stored in huge
quantity at site. However, reasonable quantity may be permitted for storage, subject
to the compliance of all rules & instructions issued by the relevant authorities and as
per the direction of Engineer -in- Charge in this regard.
d) Contractor shall be fully responsible for any person’s injury or death which arises
during and in consequence of the performance of the contract. Employer, Engineer,
Engineer’s representative shall not be responsible for the same.
4.29 POSSESSION OF SITE
a) The Contractor shall commence the work as soon as is reasonably possible on
receipt of the “Commencement of Work Notice” from the Engineer.
b) The Employer shall give possession of part / parts of the Site to the Contractor from
4.30 INSTRUCTIONS
a) The Contractor shall, unless it is legally or physically impossible, execute and
complete the works and remedy defects therein in strict accordance with the
contract to the satisfaction of the Engineer. The Contractor shall comply and adhere
to the Engineer’s instructions on any matter, whether mentioned in the contract or
not, concerning the works. The Contractor shall take instructions only from the
Engineer (or his delegates).
4.31 SATTLEMENT OF DISPURES
In case of all the disputes, decision of the Municipal Commissioner, Ahmedabad shall
be final and binding to the Bidder.
a) 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.
b) 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.
c) 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
d) All payments shall be made in Ahmedabad.
4.33 MOBILIZATION ADVANCE
No Mobilization advance payment shall be given.
4.34 TAXES AND DUTIES
a) The rates are inclusive of all the prevailing taxes (excluding GST) 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 (excluding GST) 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.
b) 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 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 authorised representatives. Any change in
prevailing taxes and duties at the time of bid due date, shall be paid / deducted at
actual as per Employer deside.
4.35 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. 1 % cess tax (non-refundable) shall be
deducted from every bills which shall be deposited to Govt. Labour Department for
Labour welfare fund.
4.36 CURRENCIES
All payments shall be made in Indian Rupees only.
4.37 ADVANCE PAYMENT
No Advance Payment shall be made.
4.38 TERMINATION OF CONTRACT
The Employer shall be entitled to terminate the contract if the contractor:
(a) Contractor do not maintain the quality of work.
(b) Contractor do not obey the instruction of engineer-in-charge.
(c) Contractor do not acquired required labour, materials and machineries to complete
the work within time limit.
(d) Contractor do not complete the work within time limit
4.39 FORCE MAJEURE
a) Neither party shall be to liable to the other for any loss of damage occasioned by or
arising out of acts of god, and in particulars, unprecedented Floods, volcanic
eruption earth quake or other convulsion of nature, and other acts such as but not
restricted to general strike, invasion, the act of foreign countries, hostilities or war
like operations before or after declaration of war, rebellion, military or usurped
power which prevent performance of the contract and which could not have been
for seen or avoided by a prudent person.
4.40 SALIENT FEATURES OF SOME MAJOR LAWS
(a) Workmen Compensation Act 1923:- The Act provides for compensation in case of
injury by accident arising out of and during the course of employment.
b) Payment of Gratuity Act 1972: Gratuity is payable to an employee under the
Act on satisfaction of certain conditions on separation if an employee has completed
5 years service or more on death at the rate of 15 days wages for every completed
year of service. The Act is applicable to all establishments employing 10 or more
c) Employees P.F and Miscellaneous Provision Act 1952: The Act Provides for monthly
contributions by the employer plus workers @ 12%/8.33%. The benefits payable
under the Act are:
(i) Pension to family pension on retirement or death, as the case may be.
(ii) Deposit linked insurance on the death in harness of the worker.
(iii) Payment of P.F accumulation on retirement/death etc.
d) Maternity Benefit Act 1951:- The Act provides for leave and some other benefits to
workmen/ employees in case of confinement or miscarriage etc.
e) Contract Labour (Regulation & Abolition) Act 1970:- The Act provides for certain
welfare measures to be provided by the Contractor to contract labour and in case
the Contractor fails to provide, the same are required to be provided, by the
Principal Employer by Law. The Principal Employer is required to- take Certificate of
Registration and the Contractor is required to take license from the designated
Officer. The Act is applicable to the establishments or Contractor of Principal
Employer if they employ 20 or more contract labor.
f) Minimum Wages Act 1948: The Employer is supposed to pay not less than the
Minimum Wages fixed by appropriate Government as per provisions of the Act if the
employment is a scheduled employment Construction of Buildings, Roads, Runways
are scheduled employment.
g) Payment of Wages Act 1936:- It lays down as to by what date the wages are to be
paid when it will be paid and what deductions can be made from the wages of the
h) Equal Remuneration Act 1979:- The Act provides for payment of equal wages for
work of equal nature to Male and Female workers and for not making discrimination
against Female employees in the matters of transfers, training and promotions etc.
i) Payment of Bonus Act 1965: The Act is applicable to all establishments employing
or more employees. The Act provides for payments of annual bonus subject to a
minimum of 8.33% of wages and maximum of 20% of wages to employees drawing `
3500/- per month or less. The bonus to be paid to employees getting ` 2500/- per
month or above up to ` 3500/- per month shall be worked out by taking wages as `
2500/- per month only. The Act does not apply to certain establishments. The newly
set-up establishments are exempted for five years in certain circumstances. Some of
the State Governments have reduced the employment size from 20 to 10 for the
purpose of applicability of this Act.
j) Industrial Disputes Act 1947:- The Act lays down the machinery and procedure for
resolution of Industrial disputes, in what situations a strike or lock out becomes
illegal and what are the requirements for laying off or retrenching the employees or
closing down the establishment.
k) Industrial Employment’s (Standing Orders) Act 1946:- It is applicable to all
establishments employing 100 or more workmen (employment size reduced by
some of the States and Central Government to 50). The act provides for laying down
rules governing the conditions of employment by the Employer on matters provided
in the Act and get same certified by the designated Authority.
l) Trade Unions Act 1926:- The Act lays down the procedure for registration of trade
union of workmen and employe` The Trade Union registered under the Act has been
given certain immunities from civil and criminal liabilities.
m) Child Labour (Prohibition & Regulation) Act 1986:- The Act prohibits employment of
children below 14 years of age in certain occupations and processes and provides for
regulation of employment of Children in all other occupations and processes.
Employment of Child Labour is prohibited in Building and Construction Industry.
n) Inter-State Migrant workmen’s (Regulation of Employment & Conditions of Service)
The Act is applicable to an establishment which employs 5 or more inter-state
migrant workmen through an intermediary (who has recruited workmen in one state
for employment in the establishment situated in another state). The Inter-State
migrant workmen, in establishment to which this Act becomes applicable, are
required to be provided certain facilities such as housing, medical aid, travelling
expenses from home upon the establishment and back, etc.
o) The Building and Other Construction workers (Regulation of Employment and
Conditions of Service) Act 1996 and the Cess Act of 1996:- All the establishments
who carry on any building or other construction work and employ 10 or more
workers are covered under this Act. All such establishments are required to pay cess
at the rate not exceeding 2% of the cost of construction as may be modified by the
Government. The Employer of the establishment is required to provide safety
measures at the Building or Construction work and other welfare measures, such as
Canteens, First-Aid facilities, Ambulance, Housing accommodations for workers near
the work place etc. The Employer to whom the Act applies has to obtain a
registration certificate from the Registering Officer appointed by the Government.
p) Factories Act 1948:- The Act lays down the procedure for approval at plans before
setting up a factory, health and safety provisions, welfare provisions, working hours,
annual earned leave and rendering information regarding accidents or dangerous
occurrences to designated authorities. It is applicable to premises employing
persons or more with aid of power or 20 more persons without the aid of power
engaged in manufacturing process.
4.41 ARBITRATION
(i) A dispute with Contractor shall be finally settled by arbitration in accordance with
the Indian Arbitration and Conciliation Act, 1996, or any statutory amendment
(ii) Arbitration proceedings shall be held at Ahmedabad city only, and the language of
the arbitration proceedings and that of all documents and communications between
the parties shall be “English”.
(iii) The Arbitration shall be conducted by the experts from the panel of CIDCSIAC
ArbitrationCenter.
Sign of Contractor with Seal Deputy City Engineer
Place - North West Zone
Name of work : Providing New Footpath, Present Footpath
Repairing, Curbing repairing and Footpath&Central Verge Colour
work in Shayona area and other different places in Chandlodia
Ward of North West Zone.
DECLARATION FORM
1. I/We hereby declare that I/We have visited the and fully acquainted myself /
ourselves with the local regarding materials, labour and other factors
pertaining to the work before submitting this tender.
2. I/We hereby declare that I/We have carefully studied the conditions of
contract, specification and other tender documents of this work and agree to
execute the same accordingly.
Signature of the Contractor
SECTION – 5 Eligible Criteria
5.1 This invitation for bids is open to bidders who has necessary bid capacity and who
meet the following requirements:
A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent
The bidders shall have a registration with AMC, State PWD, and/or CPWD for
Required class and or equivalent with specialization in road works. If contractor is
not registered with AMC in the relevant class, on award of contract he shall be
required to register himself with AMC within 3 month's time.
Bidders shall provide such evidence of their continued eligibility satisfactory to the
Employer, as the Employer shall reasonably request
5.2 Experience of Bidder
Bidder shall have the required enough experience in the tender work
Tenderers shall present the following information online / hard copy :
(a) Experience of similar works with names of authorities for which the works were
5.3 Work Experience in Road works/ Water pipe line work/ Drainage line works/
Storm water line works/ Building reparing and renovation works/ Footpath works/ paver
a) Provide the experience details - Bidder has enough experience to execuret proposed
b) Provide the List of machinery in good working order available with the tenderer
which he proposes to deploy on the works
5.4 Financial Capacity of bidder
Submit the evidence of financial capacity to execute a contract of this magnitude in
terms of solvency certificate, annual turnover
a) Provide the Details of turn over carry out by bidder.
b) Provide the income tax clearance certificate
5.5 Eligible Material, Equipment and Services
At the Employer's request, the bidder having offered the lowest evaluated financial
bid may be required to provide evidence of the origin of materials, equipment, and
services to the satisfaction of the Employer.
For purposes of Sub Clause 6.2, "origin" means the place where the materials are
mined, grown, produced or manufactured; similarly for equipments and from where
the services are provided.
5.6 EligibilityCriteria (This clause shall be applied for two bid system tender only)
Qualification will be based on meeting all the following minimum pass/fail criteria
regarding the bidder’s general and particular experience, personnel and equipment
capabilities, and financial position, as demonstrated by the bidder’s responses in the
forms attached. The bidder should be registered in required class with AMC, State
and Central Government and other Corporations / Boards. The AMC reserves the
right to waive minor deviations, if they do not materially affect the capability of a
bidder to perform the contract. Sub-contractor’s experience and resources shall not
be taken into account in determining the bidder’s compliance with the qualifying
GeneralExperience (This clause shall be applied for two bid system tender only)
The bidder shall meet with following minimum criteria :
i) Work Experience for tender work (as prime contractor) in last 7 years.
(a) Three similar completed works, each costing not less than amount equal to 40% of
the estimated cost.
(b) Two similar completed works, each costing not less than amount equal to 50% of the
estimated cost.
(c) One similar completed work, costing not less than amount equal to 80% of the
estimated cost.
One similar completed works ((Maintenance andMiscellaneous Repairing work in
Water Distribution Stations & Buildings work ) each costing not less than the amount
equal to 80% of the estimatedcost.
Joint Ventures are not applied.
General information of bidder
All individual firms must complete the information in this form. Nationality information shall
be provided for all owner(s) or applicant(s) that are partnership or individually owned firms.
1 Name of firm:
2 Head office address:
3 Local office address (if any):
4 Telephone/ Contact:
5 E-mail address:
6 Place of incorporation/registration:
7 Year of incorporation/registration:
Additional information regarding litigation, debarment, arbitration, etc.
Affidavit. (if any)
5.7 Disqualification
Even though the Bidders may meet the above criteria, they are subject to be
disqualified for any of the following reasons:
a) Misleading or false representation in the forms, statements and attachments submitted
and included in document.
b) Record of poor performance such as abandoning the work, rescinding of contract for
which the reasons are attributable to the non-performance of the contractor, consistent
history of litigation awarded against the applicant or financial failure due to bankruptcy.
c) Has been identified by the Employer as poor performer in implementation of ongoing
5.8 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
5.9 One Bid per Bidder
Each bidder shall submit only one bid per contract package either by himself or as a
partner in a joint venture. A bidder who submits or participates in more than one bid
for a contract package will be disqualified.
5.10 Bidding Documents
The bidder is expected to examine carefully the contents of all the above bid
documents. Failures to comply with the requirements of bid documents will be at
the bidder's own risk. Pursuant to Clause 16, bids which are not substantially
responsive to the requirements of the bidding documents will be rejected.
5.11 Language of Bid
The bid, and all correspondence and documents related to the bid exchanged
between the bidder and the Employer shall be written in the English language.
Supporting documents and printed literature furnished by the bidder may be in
another language provided they are accompanied by an accurate translation of the
relevant passages in the English language, in which case, for purposes of
interpretation of the bid, the English translation shall prevail.
5.12 Bid Prices
Unless stated otherwise in the bidding documents, the Contract shall be for the
whole works as described in bidding documents, based on the percentage rate
amount in the Bill of Quantities submitted online by the bidder.
The bidder shall fill (in e-tender) in percentage rate above or below and total amount
The bidder shall fill (in e-tender) in percentage rate above or below and total amount
(both in figures and words) for overall items of the Works provided in the Bill of
5.13 Format and Signing of Bid
The bidder shall prepare two copies of the documents comprising the bid as
described in Instructions to Bidders.
The bid shall be typed or written in indelible ink and shall be signed by a person or
persons duly authorized to sign on behalf of the bidder.
The bid shall contain no alterations, omissions or additions, except those to comply
with instructions issued by the Employer, or as necessary to correct errors made by
the bidder, in which case the person or persons signing the bid shall initial all such
All witnesses and sureties shall be persons of status and probity and their full names,
Occupations and addresses shall be printed below their signatures.
5.14 Deadline for Submission of Bids
Bids must be received by the Employer at the address specified above not later than
the time and date specified in the IFB.
Any bid received by the Employer after the deadline for submission of bids will be
returned unopened to the bidder.
5.16 Signing of Agreement
At the same time that the Employer notifies the successful bidder that his bid has
been accepted, the Employer will direct him to submit the Performance Security and
attend the Employer's office on a date determined by the Employer for signing the
Form of Agreement.
Sign of Contractor with Seal Deputy City Engineer
Place - North West Zone
Section – 6 Special Conditions
Name of work:- Providing New Footpath, Present Footpath Repairing, Curbing
repairing and Footpath&Central Verge Colour work in Chandlodiya gamtal area in
Chandlodia Ward of North West Zone
The work shall be completed with 12 Months (Excluding Monsoon) after the order to start
6.1 Safety and Protection
a) Contractor shall have to timely arrange the necessary bericadding materials as and
when required to prortect the site as per the instruction of engineer in charge.
b) The contractor shall be remain responsible for Workmen’s compensation if any
when such case occurs. The contractor shall arrange formed iampasant night and
fencing and pagi and shall be responsible for any damage of life and limb or property
if any happen, during the execution of work.
c) Follow the safety rules as per clause no.- 4.26, 4,27 and 4.28 of Section –
6.2 Register for work record
a) Contractor has to maintain the register for material procurement, progress register
and work execution as per the instruction of engineer in charge
b) Contractor (bidder who awarded the contract) has to maintain the register for
cement, steel, transport of materials, pipe lines, drawings, testing of materials, other
materials as per instruction of engineer in charge.
c) The contractor shall have to maintain account of steel, cement and other materials
that may be brought by him on site. This account shall be regularly maintained and
kept open for inspection by Municipal Staff.
6.3 Stacking of Materials
a) Materails shall be stacked on site such that the any person, traffic shall not be
obstructed as per the instruction of engineer in charge.
b) In case of dispute for unseen or overlooked items the decision of the city Engineer
shall be final. The contractor shall have to give site clean of all rubbish on completion
of work and have over the building with final finishing of the work as directed.
c) All the rejected materials shall be removed from site within 24 hours by contractor
at this risk and cost.
d) Any lost of materials from the site shall be bared by the contractor. Contractor shall
not be charged fro loss of material or any person.
6.4 Execution of Work
a) Work shall be executed with proper planning. Bar chart shall be submitted in
advance to execute the work.
b) Required formalities like approval of bar bending schedule, pour card, safety
precautions shall be timely fulfilled by the contractor. Contractor shall be
responsible for the delay of work due to lack of formalities. No compensation shall
be given to contractor due to lack of formalities.
c) Advance approval shall be taken to execute the work in night / holidays.
d) Advance information shall be provided to engineer in charge for casting work/ deep
excavation work/ traffic diversion / any spectial work which affect the citizens or
6.5 Arrangement of Water and Electricity
a) The contractor shall have to make his own arrangement for water / electricity
required for the work and shall pay the water / electric charges as per water meter /
electric meter.
6.6 Accommodation of labours
a) Contractor has to arrange their of own accommodation for labours. No space will be
provided for accommodation by the client.
6.7 Quarry Materils
As per Circular No. MCR 2176 (96) 2418 (ii) GHH dated 31-03-77 issued by
Government of Gujarat contractors are requested to produce their quarry materials
for construction work through legal sources. i.e. only form the quarry lease holders,
permit holder or middle man who satisfies the contractor as to the legality of the
source of purchase by him on these materials.
Contractor has to make his own arrangement for procurement of steel and cement.
i) Conditional tender will not be accepted.
ii) All tenders are to be submitted in duplicate without which the tenders are liable to
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 & B2 can be is available in website.
Contractor’s Signature Deputy . C.E.(N. W. Z.)
SPECIFICATIONS OF MATERIALS – CIVIL
This section gives detail specifications for mainly used materials, for other materials refer
Building Specifications.
For materials relevant specification of Building Specification shall apply.
TECHNICAL SPECIFICATIONS
NAME OF THE WORK:- Providing New Footpath, Present Footpath
Repairing, Curbing repairing and Footpath&Central Verge Colour work
in Shayona area and other different places in Chandlodia Ward of
North West Zone.
Items Description Measurement shall
Center Line Marking Preparaition of drawing and Establishment of Center Line for the
proposed Right Of Way using Total Station survey method and Marking using good quality
enamel paint as directed by Engineer-In-Charge. Contractor shall get the drawings
approved from Architect and submit to AMC before commencement of the work. The
work includes traffic diversion provision so as to ensure smooth flow of traffic.(Heritage
Route Tapovan Visat Tender Approved rate)
Dismantling the following including loading, unloading and disposal of unserviceable
2 material for all lead or as directed by Engineer-In-Charge and stacking the serviceable
material and backfilling the resulting trenches and pits complete.
a central verge -kerb stone Rmt
Dismantling tiled or stone floors laid in mortar including stacking of serviceable material
and disposal of uservicalble material with all lead and lifts.
Demolition & disposal of unservisable material with all lead and lift for unreinforeced
concrete. (AMC sor)
Demolition of Brick work and stone masonry including stacking of serviceable materilas
d and disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar. (R&B Cmt
Ahmedabad City SOR 2023-24, Item No.20003B-20.21)
Demolition including stacking of serviceable materilas and disposal of unserviceable
e materials with all lead and lift. (i) R.C.C. Work (R&B Ahmedabad City SOR 2023-24, Item Cmt
Scarifying of existing bituminous road surface (flexible Pavement) by mechanical means
upto required depth to receive new tar road top layer i.e. seal coat and bitumineous
concrete including tools, plants, fuel, oil etc and disposal of unserviceable material/
debries with all lifts and leads As directed by engineer in charge.(CG Road Approved Rate)
Extra Rate Over Item of Excavation of Earth for excavation of asphalt pavement / RCC of
4 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) Smt
0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including
cost of operator, fuel, & transportation etc complete.
0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including
cost of operator, fuel, & transportation etc complete.
Removing & recover of existing pipe line for sewer or storm water above 300mm dia upto
any depth & Specials, removing any type of joint, carting it to the Muni. Stores as &
where directed as per instruction of Engineer In charge with excavation & refilling.(CG
Road Approved Rate)
Dismantling of existing structural steel work for railing, grill, gate, grating,jali, etc
including foundation, sorting the dismantled material, disposal unserviceable material
6 with all lifts and up to any lead at non objectional place and stacking the serviceable Kg
material (structural elements) upto AMC store including loading, unloading as directed by
Engineer-in-charge.(CG Road Approved Rate)
Removal of existing any type of paving or paving stones of any type, any size, any
thickness in required depth including removing paver with spil sub base and breaking sub
base i.e concrete or metaling etc under the supervision of concerned department,
disposal unserviceable material with all lifts and up to any lead at non objectional place
and stacking the serviceable material (paver) upto AMC store including loading,
unloading as directed by Engineer-in-charge. (CG Road Approved Rate)
Removal of existing kerb stones of any type, any size, any thickness in required depth
including removing kerb with base PCC including excavation etc under the supervision of
8 concerned department, disposal unserviceable material with all lifts and up to any lead at Rmt
non objectional place and stacking the erviceable material (paver) upto AMC store
including loading, unloading as directed by Engineer-in- charge. (CG Road Approved Rate)
Pole Removal Removal of existing Light Poles/ telephone pole/ electrical pole/ signage
pole with fixtures/ signage sheet/ all cabling work including excavation, Breaking concrete
foundation under the supervision of concerned department, disposal unserviceable
material with all lifts and up to any lead at non objectional place and stacking the
serviceable material upto AMC store including loading, unloading as directed by Engineer-
in- charge.(CG Road Approved Rate)
Traffic Signal Removal Removal of existing Traffic Signal Poles with all lighting
arrangement and cabling work including excavation, Breaking concrete foundation under
the supervision of concerned department, disposal unserviceable material with all lifts
and up to any lead at non objectional place and stacking the serviceable material upto
AMC store including loading, unloading as directed by Engineer-in-charge. (CG Road
Shifting of pole Shifting of Telephone /Electric poles and Lines with all cabling work
including excavation, and dismantling of foundation concrete and lines under the
11 supervision of concerned department, disposal unserviceable material with all lifts and up No
to any lead at non objectional place and stacking the serviceable material upto AMC store
including loading, unloading as directed by Engineer-in-charge. (CG Road Approved Rate)
Removal Bus Shelter Removal of existing Bus Shelter with all structure elements with
seating arrangement, roof, supports, advertise elements etc including excavation,
Breaking concrete foundation under the supervision of concerned department, disposal
unserviceable material with all lifts and up to any lead at non objectional place and
stacking the serviceable material upto AMC store including loading, unloading as directed
by Engineer-in-charge. (CG Road Approved Rate)
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.
13 steps and existing MH sheet cover, removing the debris from MH and carting the same as
directed. (Based on Drainage SOR 2009-10) Road Resurface zonal tender approved rate
a (A) up to 0.15 mt. (@ Two Coarse) No
b (B) up to 0.35mt. (@ Four Coarse) No
c (C) up to 0.65 mt. (@ Seven Coarse) No
d (D) up to 0.90 mt. (@ Ten Coarse ) No
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) Road Resurface zonal tender approved rate 2022-23
Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge,
excavated rock, fly ash, aggregates of any kind executed outside the road site. Rate also
15 includes spreading & levelling etc complete. Internal conveyance above 50 mt done
within the work site is not payable. (R&B 2021-22 Statement No.5 Page no.5 & RA
Approved St.Com.Res No.189,Dt.19/05/2022)
a a) Lead up to 1 Km. Cmt.
b b) Lead From 1Km to 2 Km. Cmt.
c c) Lead From 2 Km to 3 Km. Cmt.
d d) Lead From 3 Km to 4 Km. Cmt.
e e) Lead From 4 Km to 5 Km. Cmt.
EXTRA RATE PER UNIT PER Km. FOR KILOMETERAGE ABOVE 5Km.LEAD FALLING
f IN TOTAL RANGE BETWEEN
g f) ABOVE 5 Km. & UP TO 10 Km Cmt.
g) ABOVE 10 Km. & UP TO 15 Km Cmt.
h) ABOVE 15 Km. & UP TO 25 Km Cmt.
Barricading the entire break down or excavated area on rental basis using wooden ballies
/ M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board
outside to avoid accident & for smooth traffic diversion & movement including cautionary
16 board etc. Item also includes for making temporary sufficient nos of lighting arrangement Rmt
throughout the work with necessary required arrangement. ..The same shall be removed
after completion of work. (Only for break down work from start to complete) (Based on
Drainage SOR 2009- 10)Road Resurface zonal tender approved rate 2022-23
Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed. (Based
on rate of central store circular 01/2021-22, Dt. 13- 08-21)
F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover :728mm ø & 100 mm
thick circular cover, 35.00 MT load design,100x2mm MS flat allround, 16mm ø plain
round bar for lifting the cover & should be fitted with plastic cups. Frame : 560 mm ø
clear opening, outer size- 888x888x175 mm. On the upper periphery of frame 25 x 3 mm
wide MS flat should be well embed in concrete to protect the edges of frame. FRC E.H.D.-
35 manhole cover & frame described as
Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match
exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days
etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from any store)
(AMC approved rate)
Providing cast iron machine hole frame of weight 80 to 85 kg suitable for existing EHD-
19 FRC MH cover, rate also incl. loading, unloading the frame as per instruction Kg
by engg. in charge. (AMC approved Rate )Zonal Tender AMENDMENTS
Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including
excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with
20 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster No
inside the catch pit in the proportion of CM (1:3) without jali etc. comp. as directed. (AMC
approved Rate )
CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear
opening etc. comp.. As directed by engineer incharge. (AMC approved Rate )
Providing and placing in position 100 mm thick factory made fair finish Precast RCC
Rectangular frame & perforated/ slotted Covers on drains Alcock, Vyara, of footpath of
22 various sizes, of M- 25 grade cement concrete for RCC work, including cost of moulding, No
reinforcement, rendering, etc i.c. cost of cartage, all leads & lift, handling at site etc. all
complete as per direction of Engineer-in-Charge.(CG ROAD Approved Rate)
Excavation for foundation upto 1.5m depth including sorting out and stacking of useful
23 materials and disposing off the excavated stuff up to 50 Meter lead.(B)Dense or Hard soil Cmt
(R&B Dist. AHMEDABAD SOR 2021-22 No.04001B page No.41)
Excavation for foundation for depth from 1.5mto3.0min cluding sorting out and stacking
of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or
Hard soil (R&B Dist. AHMEDABAD SOR 2021-22
Excavation for foundation upto 1.5m depth including sorting out and stacking of useful
25 materials and disposing off the excavated stuff upto 50 Meter lead.(A)Loose or soft soil Cmt
(R&B Dist. AHMEDABAD SOR 2021-22 No.04001A page No.41)
Excavation for foundation for depth from 1.5m to 3.0m including sorting out and stacking
26 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or Cmt
soft soil (R&B Dist. AHMEDABAD SOR 2021-22 No.04002A page No.41)
Box cutting the road surface to proper slope and camber for making a base for road work
27 including removing the excavated stuff and depositing on the road side slope as directed Cmt
upto 50Mt.lead. ( R&B Ahmedabad Distric SOR 2023-24 Item No.26B008)
Filling available excavated earth (excludingrock) intrenches. plinth,sides of foundations
28 etc. Inlayers not exceeding 20cm. Indepth consolidating each disposited layer by ramming Cmt
and watering.(R&B Dist. AHMEDABAD SOR 2021-22 No.4006 page No.43)
Filling in foundation and plinth with murrum or selected soil in layers of 20cm.thickness
29 including watering,ramming and consolidating etc. complete. (R&B Dist. AHMEDABAD Cmt
SOR 2021- 22 No.04008A page No.43)
Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- graded brick
30 bat aggregates 40mm nominal size) and curing omplete.(R & B SOR Item code 05009A, Cmt
NBO 5.3.8 Page 74) Road Zonal tender 2022-23
Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken
31 stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in Cmt
(A) Foundation and Plinth (R&B Ahmedabad City SOR 2023-24, Item No.05003A 5.3.3)
Supplying and Spreading good quality coarse sand free from Impurities including
32 Transporation to Site and labour cost for Spreading etc. Comp. as directed.( Approved Cmt
AMC rate)Road Zonal tender 2022-23
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 Codal Provision.(RA Approved St.Com.Res
No.189,Dt.19/05/2022)Road Zonal tender 2022-23
a Production & Supply of WMM Cmt
b Laying of WMM Cmt
Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and
34 placing in position complete upto floor two level (R&B Ahmedabad City SOR 2023-24, Kg
Item No.05014C-5.4.11)
Providing, fabricating, assembling, hoisting / erecting and fixing inposition structural steel
work at all heights/ all levels/ all shapes &sizes with all leads & lifts using any type of
section like MS Rolled Steel Sections, Hollow sections, Tubular Sections, MS Plates,
Chequered Plates etc. all confirming to latest relevant IS codes for the work of steel
structures railings, signage pole, jali, gates, Bus shelter, screen wall, smart pole,
commercial pole, gantry structure, grills, bracings, bollards, foundation plate and bolt,
platforms, brackets, cattle trap, framing foradvertise box on lighting pole, electrical
elements etc. including straightening, cutting, bending, bolting and welding the members
all as per structural drawings and as per detailed specifications (for materials &
workmanship) including necessary scaffolding/ staging, anchor fasteners etc. complete in
the situations described hereinafter and comprising of : i) Profile Cutting of components
to required lengths/ widths and shapes/ profiles; ii) Smooth grinding / machining of edges
/ faces / all welding joints; iii) Necessary welding (electric arc welding) for required weld
lengths and sizes shall be carried out by qualified welders. iv) The
fabrication work shall start only after approval of the fabrication drawings. Any change
required in the fabrication drawings shall be carried out at no extra cost. Fabrication shall
be in a perfect Architectural workmanship manner and as provided in Section V & VI of IS
7215. v) Electrodes for welding, the procedure, selection, test and inspection shall
confirm to provisions in IS816, IS818, IS822 & IS823.
vi) Erection / hoisting shall commence only after approval of fabricated parts by the
Engineer in charge.
vii) Necessary arrangements of templates to keep the foundation bolts in position, shall
be made by contractor without any extra cost.
viii) The rate shall include for applying two or more coats of approved make and shade PU
paint over two coat of anti corrosive epoxy base primer, as per instructions. In case of
extra cost of CNC work shall be paid in relevant tender item.
Removing and refixing existing railing (upto 0.60 mt height) as a barricadding or diversion
lane as per requirement of project execution stage and as directed by engineer in charge.
Rate shall be inclusive of required foundation and steel member for fixing of railing. After
36 completion of work,contractor shall dispose all material related to railing/ barricading i.e. Rmt
disposal of unserviceable material with all lifts and up to any lead at non objectional place
and stacking the serviceable material (structural elements) upto AMC store including
loading, unloading as directed by Engineer-in-charge(CG Approved Rate)
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 (upto 10ton). (As Per Auda
Providing & Applying Trimix with Machine floater machine on constructed RCC work
including Machine & Labour etc Comp as directed.
Labour work for fixing any kind of paving with cement pointing in CM 1:2, including
39 watering, ramming etc comp. as dir.For pavement aI) Laying on Sand bedding as Smt
per requirement to fix the C.C.Block / Nibhada Stone in Line & Level
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 production.(AMC approved Rate )a) Laying on 5 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 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. (AMC approved Rate (a) Laying on 5 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 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 150 mm high median kerb.As per
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. As per approved rate
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) Rate Anlaysis as per AUDA tender
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
45 include necessary cutting of asphalt,fixing the kerb stones in line and level on 5 cm thick Rmt
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. (based on Road Project sor)
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.(AMC approved Rate )
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.
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
(A)60 mm thick M-35 grade Grey Paver block of size 200mm x 200mm.
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 Paver block of size 200mm x 200mm.
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
50 position and pointing with cement mortar (1:3), watering, etc complete, filling with zari Rmt
along the side of the kurb, the kurb stone fix prepared with bitumnious top surface, as
directed by engineer in charge.
Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm thick
51 sand bedding, levelling,watering and fixing in line & level as well cleaning the site Smt
etc.comp. as directed.(AMC approved Rate )
Bitumen Cutting Labour charge of cutting in bituminous pavement. Cutting to be done
with heavy duty tandom cutting machine consist of diamond blade. Minimum cutting
depth shall be 75 mm from the finished level. Cutting shall be perfeclty in line. The width
and depth of the removal of asphalt towards kerb stone shall be as per the drawing.
Bitumen shall be carefully removed so that the the cutting edge towards the road should
not be disturbed. The work of removal of the asphalt will be considered in this item as
running meter of the cutting done by machine. One cutting line will be considered per
length of the kerb stone. Bitumen and other debris shall be disposed within 10.0 km. as
per the instruction of the engineer in charge. Surroundings shall be cleaned to the
satisfaction of the engineer in charge.
Removing and refixing of kerb Removal of existing kerb stones of any type, any
size, any thickness in safe manner with base PCC including excavation etc and refix the
same as desired location as per drawing and as directed by Engineer in charge. Rate shall
be inclusive of removing with all subbase (including excavtion), refixed the same
(approved before reuse) on existing base PCC, addition kerb of same profile (if required
and shall be paid relevant tender item), disposal unserviceable material with all lifts and
up to any lead at non objectional place and stacking the serviceable material (paver) upto
AMC store including loading, unloading as directed by Engineer-in- charge.
Filling Zari Filling of Zari along the sides of the kerbstone fixed, prepared with Bituminous
Concrete mixed in proper proportion as directed by Engineer- In - Charge to form a
pourable mixture. (Street Devlopment of Dehgam Road From Devi Cinema road
Providing and laying cement concrete tactile tile (for vision impairedpersons as per
standards) of size 300 x 300 x 25 to 30mm of Vyara, Super, Nishu approved make and
pattern having water absorption not over 6% and conforming to IS: 13801:1993, of
approved make, pattern and shade (with UV light resistant colours from Lanxess only) in
outdoor floors such as footpath, court yard, multi modals location etc., laid on 30 to
40mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns
including grouting the joints with white cement mixed with matching pigments etc.
complete as per direction of Engineer-in-Charge.(CG Road Approved Rate)
Pre cast Cylindrical Bollard Providing and fixing cylinder pre cast bollard with exposed/
fair finished made in M-30. Bollard is precast with cement concrete of M-30 grade by
providing 4 no of 12 mm dia. tor steel by vibro compaction method using FRP/steel mould
for achive shutttring finish as directed and approved by EIC. Sample shall be approved.
Approximate size of bollard is 900 to 1000mm height x 225 to 300mm dia. Rate shall be
inclusive of concrete, reinforcements as stated in the item description, necessary moulds,
pouring, placing, compaction, necessary curing, all accessories required for fixing, with all
taxes, transportation, loading and unloading charges. Additional reinforcement, if any
shall be measured and paid for in the relevant tender item. The rate shall also include for
erecting and fixing the pieces in position etc complete as per drawing. The rate shall also
include the cost of excavation, base PCC M15 grade and finish good, curing etc complete
as directed by engineer in charge.(C G Road tender Approved Rate)
Providing and applying Synthetic Enamel Paint on existing MS structural steel work with
minimum two coat of paint of approved make and shade including cleaning all dust, durt
57 and other foriegn matters, sand papering, scafolding etc with all material labour Smt
equipments for all height as directed by engineer in charge.(C G Road tender Approved
Painting Two Coats on divider and footpath curb surface / New Concrete Surface (
58 Painting two coats after filling the surface with synthetic enamel paint in all shades on Smt
new plastered concrete surfaces) (AMC approved Rate )
Road marking with hot applied thermoplastic paints with reflectorising glass beads on
bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick
including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is
excluding of surface applied glass beds as per IRC:35. The finished surface to be level,
uniform and free from streaks and holes.) Directional Arrow, Lettering. (AMC approved
Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin Shanks Raised Pavement Markers
made of polycarbonate and ABS moulded body and reflective panels with micro prismatic
lens (No glass bed lens) capable of providing total internal reflection of the light entering
the lens face and shall support a load of 13635 kgs .tested in accordance to ASTM D
Type Hand complying to Specifications of Category A of MORTH Circular No
RW/NH/33023/10-97-DO III
Dt 11.06.1997 .The height, width and length shall not exceed 20 mm, 130 mm and
mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base
shall be 35 +/- 5 degree.The strength of detachment of the integrated cylindrical shanks,
(of diameter not less than 19 +/- 2mm and height not less than 30 +/-2 mm) from the
body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for
the shanks to go inside,without nails and using epoxy resin based adhesive as per
manufacturers recommendation and The color of the marker should be as per the IRC35-
2015 and as directed by Engineer-in-charge. (R & B SOR 2021-22 Item No. 26162A, page
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
61 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. (SMC Approved tender Rate) Road Zonal tender 2022-
a Size : 2'0" x 1'0" (600mm × 300mm) Rmt
b Size : 1' x 1'(40 to 50 mm thick) Rmt
Providing and fixing SS 304 grade satin finish perforated dust bin / litter bin of size
mm x 300 mm x 850 mm and capacity 50 Ltr each bin madeout of minimum 1.2mm thick
sheet with pole of Saflow, Jindal, KMGS and as per approved sample. Dust bin shall be
floor mounted with both side pivot for tilting having stand arrangement. Both bin shall be
62 covered with SS sheet. Dust shall be having chemical resistant, blended with stabilizers, No
Anti Corrosive, Anti Acidic, Non toxic and free from joints, welds or rims; open from either
side for easy garbage drop even from distance, Dustbin shall be as per approved and
seperate Dustbin for Dry and wet Waste shallbe provided( Green and Blue Colour
Demarcation on it) (CG Road Approved Rate)
Providing and making Tree pit. It includes excavation upto 600 mm depth including
removal of the debris, Size of the pit is 1000 mm dia. Hume pipe of 900 mm dia NP2 class
with 500 mm height to be placed in the excavated pit and outside area of the Hume pipe
to be filled with the good quality earth completed as directed by Engineer-in-Charge.
63 Hume pipe shall be filled with the garden soil,( 10Kg/ per Tree pit of Vermi Compost or No
mixture of decade neem cake and tobaco powder). upto required depth and remaining
bottom part shall be filled with good soil completed as directed by Engineer-in- Charge.
Rate includes rate of hume pipe, garden soil with Vermi Compost or mixture of decade
neem cake and tobaco powder , good soil etc.(CG Road Approved Rate)
Providing and fixing tree guard, fabricated from 25 x 25 x 3 mm MS angle and 32 x 32 mm
of 3.2 mm thick MS weld mesh as per drawing and details. Necessary provisions for the
anchoring to floor shall be made in the tree guard. Tree guard shall be painted with 1 coat
of epoxy primer of 50 to 60 micron DFT (dry film thickness) and 2 top coats of Metal PU
Paint of having DFT 40 to 50 micron of approved shade of MRF or equivalent paint as per
manufacture’s specification over all the surfaces or as specified in the drawing as per the
shade approved as per the drawing and specification. The rate shall also include the fixing
of necessary name plate. (Sample to be approved) (CG ROAD Approved Rate)
Providing and fixing 75 mm thick Tree Grating 950*950*75 mm as per design and
drawing. The rate shall be inclusive of providing and laying 50 to 80 mm thick average
bedding layer of coarse sand below tree grating as per required grading and specification.
The centre of the grating to be same as the centre of the tree trunk. The grating to be
pieces as per drawing. The work of the grating blocks shall be executed in line and level
by skilled mason of flooring work only. (Sola Scienecity Road tender Rate)
Paver Block Providing and laying, Dished Channel 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 suite drain besides paking
area and other areas as mentioned in the drawing. Including providing and laying 50 mm
thick average bedding layer of coarse sand below dished channel as per required grading
and specification. Laid dished channel shall be mechanically compacted. The work of the
dished channel shall be executed in line and level by skilled mason. Small size of dished
channel with same specification shall be used at residue or at end. If cutting of dished
channel shall be required , than cut by machine only and laying to be done by skilled
flooring mason. Actual laid area shall be measured and paid without any wastage. (A)
mm X 300 mm X 100 mm thick M-25 grade Grey dished curved channel
DWC Pipes Supplying and laying following sizes Double walled corrugated HDPE pipes
confirming IS 14930 Part 1 & Part 2 of approved make in open / concealed in manner
67 including excavation and back filling (if required) as per layout and drawing and re-filling Rmt
the trenches etc. complete as directed. (NP Class) 120 MM OD DWC Pipe(CG Road
Brick work using common burnt clay building bricks having crushing strength not less than
68 35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:5. (1-Cement: 5 -fine sand)(B) Cmt
Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half
69 brick walls for interior plastering upto floor two level and finished even and smooth in (i) Smt
Cement mortar 1:3 (1-cement:3-sand) (R&B SOR)
Providing and laying in position Ready Mixed M 200 grade concrete for reinforced cement
conctere work , using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
kms having continuous agitated mixer, manufactured as per mix design of specified grade
for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site
of laying, excluding the cost of centering shuttering finishing and reinforcement including
cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard
setting of concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge. ithout Fly Ash (Min cement level as per latest IS
456 shall be maintained) (R&B Ahmedabad City SOR 2023-24, Item No.5055)
Providing, supplying and fixing pre cast C.C. blocks (M-20) edge kerb having size of 75 x
71 300 x 300 mm depth and as per design conveying it to the site, jointing into C:M 1:3 and Rmt
racking out the joints incl. necessary excavation of asphalt, soil etc. completed.
As per iteam describe nad Mode of Measurement and shall be paid by last column as per rate.
-Excavation -Any soil which generally yields to the application of pickaxes and shovels, spades, rakes
or any such ordinary excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc.
falls under this category. For materials and workmanship for earthwork and excavation, relevant
specification IS: 3764 & IS 1200 (Part I) shall be followed.
The depth of the excavation shall be as per the item
description. Clearing the Site:
The site where the Development has to be carried out shall be cleared and all obstructions, loose
stones, materials and rubbish of all kind, bush; wood and all type trees shall be removed, as directed.
The materials so obtained shall be the property of the Client and shall be conveyed and stacked as
directed, within 50-m. lead. The roots of the trees coming in the sides of the trenches shall be cut and
coated with hot Bitumen.
All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority / Municipal
Commissioner, before cutting shall be cut after obtaining such permission from them. It shall be the
Client's responsibility to obtain such permission from the respective authorities.
The rate of site clearance is deemed to be included in the rate of earthwork, for which no extra will be
paid. Setting out:
After cleaning the site, the centerline of the central verge & other constructions will be given by
the Engineer-in-charge. The Contractor shall assume full responsibility for alignment, elevation
and dimension of each and all parts of the work. Contractor shall supply labours, materials, etc.
required for setting out the reference marks and bench marks made of MS angle iron and
embedded in 1:2:4 CC. They shall maintain the same as long as required and directed.
Excavation:The excavation shall be carried out in true line and level and shall have the width and depth, as
shown in the drawings or as directed. The Contractor shall do the necessary shoring and strutting or shall
provide necessary slopes to a safe angle or steps, as required or directed, at his own cost. No extra
payment shall be made for such precautionary measures, taken. The bottom of the excavated area
shall be leveled both longitudinally and transversely, as directed, by removing excess soil and
watering, as required. No earth filling will be allowed for bringing it to level, if by mistake or any
other reason, excavation is made deeper or wider than shown on the drawings or as directed.
The extra depth or width shall be made up with sand filling, as specified for the bottom level of
the subsequent finishing at the cost of the Contractor or as directed by Engineer-In-Charge.
The Contractor shall at his own expense and without extra charge make provision of supporting
all utility services, lighting the excavated areas, separating and stacking serviceable materials
neatly, shoring, timbering, strutting, bailing out water either sub-soil or rainwater, including
pumping at any stage of the work. Excavated areas shall be kept free of water while masonry or
concrete or relevant base works are in progress and till the Engineer-in-charge considers it
Disposal of the Excavated Stuff:
The excavated stuff of the selected type shall be used in filling the excavated areas wherever
required inlayers, including ramming and watering, ensuring proper compaction etc. complete.
The Contractor shall remove the balance of the excavated quantity from the site of work, to a
place, as directed and for all lift.
The lead is the shortest practical route and not necessarily the route actually taken. The
decision of Engineer-In-charge shall be final in this regard.
Mode of Measurement and Payment:
The measurement of excavation of excavated area shall be made according to the sections
shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall
for surplus excavation made in excess of above requirements or due to stepping and sloping back
as found necessary, on account of conditions of soil and requirements of safety.
The rate shall include for clearing the site, surface dressing, making layout for road, fixing permanent
grid points with MS iron posts, embedded in C.C. 1:2:4, placed sufficiently away from the existing
traffic lines and establishing bench marks etc.
The rates shall include for necessary shoring, timbering and strutting for protection of sides of the
excavated area, pumping out rain or surface water at any stage of construction so as to keep the
excavated area dry, to the satisfaction of the /Engineer-in-charge.
The rate shall include leveling and ramming the bottoms of excavations to receive concrete, etc.
including trimming to slope wherever necessary etc. complete.
In filling clods bigger than 50 mm. shall not be allowed. Only consolidated measurements of filling shall be
paid. Consolidation to be done by mechanical compactor as per relevant item.
The surplus earth, which is left on site after refilling and proper watering of the trenches, shall be
carted away up to a distance within lead upon 5 kmts. All surplus earth should be carted away
immediately after the instruction or orders of the engineer in charge within 24 hours. The surplus
earth shall be spread at the site shown where it is carried. If the work is not carried out by the
contractor as above AMC may carry out the same at the risk and cost of contractor and the same may
be deducted from the dues to the contractor in any form.
Paver Block Providing - The scope of work includes manufacturing, supplying and laying of
precast paver blocks at various Retail outlets. The work includes :Verification of the existing site
condition and advising our project in charge to lay suitable base course if required.
Contractors are required to satisfy themselves with quality of sub grade, sub -base course before the
paver blocks are laid and suggest strengthening if required.
Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver
blocks.Manufacturing of paver blocks in your plant as per requirements in technical specification
enclosed.Supplying of paver blocks at site, including handling at both ends.
Laying of paver blocks at site as per requirement in technical specification, within shortest possible
time the site is public place hence care should be taken to ensure that the routine activities shall not
be disturbed. The job of laying may required to be carried out during night also.
Testing of paver blocks through reputed Govt./Non Govt. Test house and submission of test results as
per requirements in Technical Specifications. AMC reserves the right to carryout test at random. Cost
for such tests to be borne by party.The contractor shall guarantee that all material and components
designed, fabricated, supplied and laid by him shall be free from any type of defect due to faulty
material and/or workmanship/erection for a period of One year from the date of completion of work.
However, the contractor One years shall render free mintenance.
TECHNICAL SPECIFICATIONS :
I) Paver Block Manufacturing Facilities :
The Paver Block shall be made in factory with following minimum facilities :
Concrete Block making Machines :
The machine should be capable of producing high quality Paver Blocks by obtaining high level of
compaction by application of hydraulic compaction and also by high intensity vibration to the moulds.
The machine should have automatic control panel for uniformity in strength.
Concrete Batching & Mixing Plant : (Not essential)
The concrete Mix Design should be followed for each batch of materials. The concrete ingredient
should be mixed in concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The
plant should equipped with automatic control panel for maintaining water cement ratio from batch to
batch to obtain concrete of uniform quality and strength.
The plant should be equipped with adequate mechanism for mechanized loading of raw materials into
mixer and conveyor belt for transportation of concrete from mixer to concrete block making machine
to maintain quality of wet cement.
Curing: The factory should have well designed curing area to ensure adequate curing of paver blocks.
1.4 Laboratory (Desirable but not essential) :
The factory should have the following:
Compression testing machine of adequate capacity.
Other tools and equipment for testing raw materials and paver blocks.
(1). Systematic record of test results of various paver blocks manufactured in the factory.
(2). Concrete Mix Design for various grade of concrete used for making of paver blocks.
II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS :
Coloured concrete paver blocks shall be manufactured as per attached specifications using approved
colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with minimum colour pigment
of 3% by weight of cement. The colour shade shall be “RED” as selected by AMC before
commencement of the work. White cement shall be used for colored pavers to obtain the desired
colour shade. The job also includes providing 50 mm thick sand bedding to match the shade of the
The colour of the paver block shall be guaranteed against fading of colour for period of 12 months
from the date of laying of the same at site.
All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be
as per attachment.
III) PAVERS BLOCK CHARACTERISTICS :
The concrete pavers should have perpendicularities after release from the mould and the same should
be retained until the laying.
The surface should be reasonably smooth and of anti skid and anti glare type.
The paver should have uniform chamfers to facilitate easy drainage surface run off.
The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling
after vibration on the paver S urface.
The concrete mix design should be followed for each batch of materials separately and automatic
batching plant is to be used to achieve uniformity in strength and quality.
The pavers shall be manufactured in single layer only.
Skilled labour should be employed for laying blocks to ensure line and level of laying, desired shape of
the surface and adequate compaction of the sand in the joints.
The pavers shall be of cement gray colour without any pigment & for coloured pavers refer
“specifications for coloured pavers.”
The pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X
250mm X 380mm. The kerbing should be embedded for 100mm depth. The concrete used for kerbing
shall be cured properly for 7 days minimum.
IV) Paver Block Dimensions :
Thickness 60mm Shape Unirregular (Uniform Shape with no Hollow Or Cracks) Uni, I shape, tri hex or
directed by Addl .C.E.
Chamfer 4mm to 6mm along top edges Colour Natural cement grey colour without use of any
pigment. For coloured pavers refer “specifications for coloured pavers”
Dimensional Tolerance
(+/-) 2mm for length & width, (+/-) 3mm for Height (Thickness)
V) Testing of Paver Blocks : SR.
* TEST SPECIFICATION
(Average of Minimum Five Samples/Site)
1. Compressive Strength Min. 35 N/Sqmm for 60mm thick
2. Flexural Strength Minimum 4.5 N/Sqmm
3. Abrasion Resistance Maximum
4. Water Absorption Maximum 5.80%
5. Minimum Cement Content 380 Kg/Cum (Not Essential)
* Sampling and Testing procedure as per enclosed specifications SAMPLING AND TESTING PROCEDURES FOR
INTERNAL – Average of minimum 3 samples per 5000 Blocks. Essential – Minimum 2 Blocks per
1. Sampling For Testing
Sampling for testing of paver blocks shall be done in accordance with Appendix-A. Compressive Strength
Testing for compressive strength shall be undertaken in accordance with Appendix-B. The average
compressive strength of the bocks tested shall be Min. 35 N/Sqmm.
Abrasion Resistance
Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement Concrete Floor Tiles) –
Flexural Strength
Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement Concrete Floor Tiles) –
Water Absorption
Testing for water absorption shall be in accordance with IS 2185:1979 : Part I (Specifications for Concrete
Masonry Units) – Appendix E.
Sampling of Paver blocks. Method of sampling :
Before laying paver blocks, each designated section comprising not more than 50000 blocks, shall be
divided into ten approximately equal groups. Three blocks shall be drawn from each group.
Marking and identification :All samples shall be clearly marked at the time of sampling in such a way that
the designated section of part thereof, and the consignment represented by the sample, are clearly
The sample shall be dispatched to the approved test laboratory taking precaution to avoid damage to the
paving in transit. Protect the paving from damage and contamination until they have been tested. The
testing shall be carried as soon as possible, after the sample has been taken. As soon as practicable after
sampling. The samples shall be stored in water at 20 degree C ± 5 degree C for 24 hours prior to testing.
Seal and Signature of the Bidder Add. City Engineer
Date: (North West Zone)
As per Government of Gujarat G.R.No.- EMD/10/2021/7729/DMO Dt.28/06/2021 & Circular of
Finance Department, AMC No.41, Date: 08/02/2022, approved Banks are...
(A)Guarantee issued by following banks will be accepted as SD/EMD on permanent basis.
All nationalized Banks
(B) Guarantees issued by following banks will be accepted as SD/EMD for the period up to
March- 31, 2022. The validity cut-off date in the GR is with respect to the date of issue of
Bank Guarantee irrespective of the date of termination of Bank Guarantee.
1 Commercial Banks :-
5. Kotak Mahindra Bank
6. IndusInd Bank
8. Tamilnadu Mercantile Bank
9. Ujjivan Small Finance Bank
10. A U Small Finance Bank
11. Federal Bank
12. Equitas Small Finance Bank
13. Bandhan Bank
14. Standard Chartered Bank
15. City Union Bank
2 Co-operative and Rural Banks Of Gujarat :-
1. The Mehsana Urban Co-operative Bank Ltd
2. The Ahmedabad Mercantile Co-Operative Bank Ltd
3. Nutan nagrik Sahakari Bank Ltd
4. The Kalupur Commerical Co-operative Bank Ltd
5. Rajkot Nagarik Sahakari Bank Limited
6. The Gujarat State Co-Operative Bank
7. Sarswat Bank
8. Saurashtra Gramin Bank
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ftuLx[tfxh,mc ftuLx[tfxhlt su bswhtu ftbdehe fh<t ntug <u <btb bswhtulwk dwsht<
rcÕzekd yuLz y^h fLmx[fNl Jfombtk hSMx[uNl fhtJJwk VhSgt< Au.
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL CONDITION
1. After sanction of tender a Letter of Intent shall be issued to contractor and in
response to that letter, contractor shall have to arrange for Security Deposit within
15 days. If S.D is given within 10days of issuance of Letter of Intent, time limit shall
be counted from that date. If S.D is given after 15 days of issuance of letter of intent,
contractor shall be finned Rs. 200/- per day of delay and shall be deducted from
contractor’s bill. In this case time limit shall start latest by the 10th day of letter of
intent, Security Deposit of 5% of tender amount shall be deposited by pay order,
demand draft, cheque of nationalized bank /scheduled bank by pay order, demand
draft, cheque of nationalized bank/scheduled bank only. Contractor shall have to
sign contract paper with AMC.
2. In case of earnest money cheque bounce back, contractor’s tender shall treated as
cancelled and the contractor shall not be given any tender, offer, quotation work in
AMC for one year.
3. Conditional tender shall not be accepted
4. Tender validity period is 120 days from the date of online submission.
5. Muni. Commissioner shall have right to accept, reject the tender as well as the rate
at which tender to be accepted and awarded.
6. Specification of tender items shall be as per PWD manual in general/AMC’s norms
and B-1 form conditions shall be applicable. In case of controversy, Add.C.E’s
decision shall be final.
7. Contractor shall have to deposit Earnest Money deposit with tender.
8. Work shall be allotted as per contractors registration class.
9. Contractor shall have to work in such a system that there shall be no damage to any
service line of electric, telephone, gas, any type of service cable ,drainage or water
lines etc. In case of damage to service line, the whole responsibility of accident shall
be on contractor’s shoulder. It will be responsibility of contractor to safe guard the
labours against any accident or damage of lives. In case of police complain,
Contractor shall be held responsible for negligence. In case of soil /land collapse,
contractor shall be held responsible for not supporting the soil suffering with
strutting, shuttering Contractor shall safeguard the labour before allowing the labour
to enter in excavated or other site. In case of accident to labours, contractor shall be
held responsible for police complain against him. AMC’s staff shall be responsible for
any accident at the site of the work.
10. Contractor shall take insurance of his all labour. and supervisory staff
11. Only registered contractor shall quote the tender , If the contractor is registered
with government then they shall have to apply to registration in AMC within 90 days
from the date of work order.
12. AMC’S general condition and Form -B-1 shall be binding to the contractor B-1 Form is
put up on AMC’s web site.
13. Payment of running bill , final bill shall be as per policy of AMC in force at time of
14. Any time of litigation shall be in court of Ahmedabad city jurisdiction only.
15. As per site conditions/requirement of site, there shall be increase or decrease in
tender item quantities. In such case contractor shall not have right to any price rise.
In case of decrease in any tender item quantity, contractor shall not ask for
16. If any construction material brought to site by contractor , is not as per
specification, or any inferior quality material brought to site, then such rejected
material shall be removed from the site within 24 hours, otherwise AMC can throw
away such material at any place and recover the amount for such removal work
from contractor bill. In this case contractor shall not be entitled for compensation.
17. Cost of testing of material shall be done by the contractor. He shall provide vehicle
for taking material/staff from site to testing laboratory/ manufacturing site and
contractor shall be bear the cost of transportation of staff and material.
18. Contractor shall work as per labour Act. Contractor shall not be given any payment
if labour act rules are not followed or insurance of labour is not taken for work
19. Contractor shall deposit the material on site in such a way that it should not become
obstruction to any one in any way
20. All type of taxes(e.g. sales tax, surcharge, vat etc) to be by the contractor.
21. If asked by AMC Engineering staff, contractor shall take photograph of site of
work/before start of work, during work and after the completion of work, with
digital camera and deposit to AMC office or transfer photograph from camera to
AMC computer. No additional cost shall be paid.
22. In case of cancellation/rejection of tender, contractor shall not be entitled for any
compensation Or right
23. In case of extra item, rate shall be taken from SOR of the year of tender preparation.
If item is not available in SOR, then market rate shall be derived by the Eng. dept by
rate analysis. Contractor shall not ask for the rates as per his rate analysis. This
should be clearly understood and taken in to consideration while quoting the tender
by the contractor.
24. During execution of work, contractor shall take safety measures like protection by
ropes, drums, danger sign boards, plastic strips, bamboos, wooden poles etc as per
requirement & instruction of Engg.- in- charge. In case of accident due to lack of
protection, contractor shall responsible for police complains, compensation etc AMC
staff shall not be held responsible for contractors negligency.
25. If instructed by AMC officials, contractor shall have to keep daily progress register
and get is signed by Ass. city Engineer. Contractor shall maintain record of daily No.
of labours, employed, work done, rectification work carried out by contractor after
Eng.-in-charge inspection & the compliance of the same. If such rectification work is
not done by contractor within 24 days the contractor shall be finned Rs. 250/- day of
delay & shall be recovered from the contractors bill
26. Contractor is not entitled for any type of compensation or right for the cancellation
of tender or tender items by any means.
27. If work is not completed within specified time limit penalty shall be recovered from
bills as per tender condition.
28. Deduction from bills shall be done as per rules prevailing or the rules which shall
come in to force, by State or Central Govt.
29. 1% amount shall be deducted for labour welfare fund as per state Govt order.
30. Quantity in item is tentative. It is likely to be change.(increase or decrease) as per
site requirement during execution of work.
31. All above conditions shall over rule the conditions given in Form B-1
32. Contractor shall have to register the work as per labour act & as per building safety
act, 1906 with ,Dy.Director building safety act, Shram bhavan, 5th floor labour
commissioner office, Khanpur, Ahmedabad.
33. Befor quoting tender, contractor shall have to take complete information of the
work after seeing site and from the concerned Asst. Engineer or Asst. city engineer.
34. In case of the bank detail are not given then EMD return procedure shall be delayed.
35. Before quoting the tender contractor should know that, he has seen the site &
understood the item of works, site conditions. He should be in a position to provide
labours at the time of festivals like Holi, Diwali, Navratri, Marriage season, rainy
season or any other time of the year Contractor can not say that he has no labours
due to festivals.
36. All clause shall be operative from the date of issue of work order and up to the
expiry of original and extended time limit.
37. Legal Condition:-
Corrupt or Fraudulent Practices
The Employer will reject a proposal for award if he determines that the Bidder
recommended for award has engaged in corrupt or fraudulent practices in
competing for the contract in question. The Employer will declare the firm ineligible,
either indefinitely or for a stated period of time, to be awarded a contract by
AHMEDABAD MUNICIPAL CORPORATION if it at any time determines that the firm
has engaged in corrupt or fraudulent practices in competing for the contract, or
during execution.
“corrupt practice” means behavior on the part of officials in the public or
private sectors by which they improperly and unlawfully enrich themselves
and/or those close to them, or induce others to do so, by misusing the position
in which they are placed, and it includes the offering, giving, receiving, or
soliciting of anything of value to influence the action of any such official in the
procurement process or in contract execution; and
“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.
38. Municipal Commissioner reserves the rights to reduce/increase the scope of work
and contract without assigning any reason thereof.
39. If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to
material misrepresentation or provided fraudulent information / statement, the said
Bidder will be liable for disqualification / rejection at any stage.
40. Proof for fulfillment of eligibility criteria should be submitted along with Tender
volume. If the Tender volume is submitted without valid documents and without
proof of eligibility criteria it will be rejected.
41. Those who do not meet with the eligibility criteria need not submit the Tender
42. Tenders, which do not fulfill all or any of condition or are submitted incomplete in
any respect or are conditional tenders, will be rejected.
43. Contractor shall be responsible to obey all Labour Laws, Environmental and Safety
Laws.(the existing laws as well as framed from time to time). Any penalties laid due
to violation of such laws shall be directly deducted from the contractor's
I have read all above conditions carefully and ready to work as per above
Sign of Contractor with Seal Add. City Engineer
Place - North West Zone
ybœtJtœ Bgwrlrmvj ftuvtuohuNl
ftb btxulwk xftJthe œh Jt¤wk xuLzh ylu ftuLx[tfx
xuLzhh btxule Nh<tuu
1 xuLzhhle jtgft<
1 y: yt xuLzh su <u Jdolt y.Bgw.ftu y&Jt fuL÷ y&Jt htsg mhfthle btLg gtœelt ftuLx[fxhtu Che NfNu.
dJobuLxlt btLg ftuLx[[tfxhu y.Bgw.ftuvtuo.btk btLg ftuLx[[tfxhtule gtœebtkk hSMxu[Nl fhtJJtlwk hnuNu.
1 c: btLg ©uKelt ftuLx[tfxh <hefu ltuk^Keltkk «btKvºtle MJ«btKe< fhuj lfj xuLzh mt&u stuzJtle hnuNu.
1 f: ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKe ytJ<t ntug <ubs ftb fhJt mûtb ntug
<ublu s ytvJtbtkk ytJNu. ftb yvt<t vnujt ftuLx[tfxhu ftb mkk<tu»tfthf <ubs xtRb jebexbtkk vwÁk
fhJt sYhe mJj<, ylwCJ, ûtb<t ylu VtgltLmegj hemtumo hsw fhJtlt hnuNu.
1 z: ybœtJtœ Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh
mh¾gwjh,lk -17, <t.09/12/2012 bwsc ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMx[uNl
Ve, heLgwyj Ve <&t yvd{uzuNl Ve ylu btvœkztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.
1 R: xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo, mkkath
yluJvhtNlt ceò hM<tytu&e mkk<wÐ ntuJtlwk btle juJtbtkk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekkd(fu su
ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu,
rcÕzekkd btxu, gtzo, zevtu btxule søgt vtu<tle he<u bu¤Je juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk
fhJt <&t ftblt buRxulLm btxule søgt)
2: yt ftble mbg bgtoœt bubtuhuLzbbt sKtJuj «btKule hnuNu.
3: xuLzh Jujezexe rvhegz ( 120 ) rœJm mw^ele hnuNu.
4: xuLzh Ve ylu R.yub.ze.
4 y: xuLzh Ve zebtLz z[tVx &e aqfJJtle hnuNu. œhuf xuLzh œeX yjd xuLzh xuLzh Ve ChJtle hnuNu. xuLzh Ch<e
JF<u yluoMxble ChJtle hnuNu. ytuAe hfble xuLzh Ve,R.yub.ze fu xuLzh Ve, rJltlt xuLzhtu hœ ct<j
4 c: xuLzh mt&u bwfJtbt ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhkxe/zebtLz z[tVx MJefthJtbtk
ytJNu. œhuf xuLzh œeX yjd R.yub.ze ChJtle hnuNu. R.yub.ze hfb Yt.1 fhtuz mw^ele ykœtS<
hfblt ftb btxu htu¾zt, zebtLz z[tVx, cukf duhkxelt MJYvbt <&t Yt. 1 fhtuz &e Wvhle ykœtS< hfblt
ftb btxu R.yub.ze le hfb btºt zebtLz z[tVx, vu ytuzoh fu cukf duxhelt MJYvbtk ytvJtle hnuNu. yLg
ftuR he<u Chuj R.yub.ze. btLg htFJtbtk lnek ytJu ylu xuLzh hœct<j XhNu.
4 f: xuLzh Ve <&t R.yub.zele hfblt ze.ze vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlw ltb <&t btuctRj lkch ylu
vtxeo ftuz yJ~g jFJtltu hnuNu.
4 z: cukf duhkxe btºt ybœtJtœ Nnuhle s MJefthJtbt ytJNu.
4 R: ytuAe hfble xuLzh Ve, R.yub.ze fu xuLzh Ve, rJltlt xuLzhtu hœ ct<j (fuLmj) dKtNu.
5 y: xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Che xuLzh ztu¾gwbuLxm vh< fhJtlt
5 c: fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.su ftuLx[tfxh©eytuyu hSMx[uNl heLgw
fhJuj l ntug <u ftuLx[txh©eyu xuLzh ChJt lne.
5 f: ftuLx[ftxhtuyu xuLzhbt cukflw ltb,Ft<t lkch ,btRfh lkch, mhltbw ,btu.lkch,vtxeo ftuz ,RbuRj ytRze
MvÐ yûthtubt jFJw.
5 z: yt xuLzhtu zwÃjefux ftuveytu mt&u Chelu Wvhtuf< mhltbu YcY/hSMxh yuze./Mvez vtuMx/ fwheyh &e rlg<
mbg bgtoœtbt btufjJtlt hnuNu.mekdj xuLzh ftuve/mne fgto Jdhle ftuve hœ fhJtbt ytJNu.
6: ftuLx[tfxhtuyu leaule ctc<tu ft¤SvwJof JtkkaJt rJlkk<e Au.
1) J^w fu ytuAtle xftJthelt œh Nçœtu <ubs ytkkfztbtkk ytvJt. xuLzh Chlthu yt he<u cl<e hfb vK
Ftltbtk ltuk^Je ylu hfbltu fwj mhJt¤tu bwfJtu.
2) ftuR fkkvlelu ltbu xuLzh juJtbkkt ytÔgwk ntug <tu fkkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk
bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.
3) ftuLx[tfxhu RLfbxuût mkkck r^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.
4) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdu lt «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.
5) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt œhuf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.
6) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.
7) xuLzhbt stu ftuR mw^tht J^tht ntug <tu <u ykdu xuLzh Ch<t vnujt AuÕju œeJmu rlg< JucmtRx y&Jt Jtuzo
fauheyu sYhe <vtm fhelu s xuLzh btufjJw.
xuLzh Chlthlu sKtJJtbtkk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt œuJtNu
lrn ylu ytJe ftuR AufAtf fu VuhVth juJtNu lrn, <ultkk jFtKbtkk ftuR Cwwj ntug <tu <ult vh l Dwkx<t
Ftuxt jFtK fu ytkkfzt vh Auftu bthelu <ult mtawk jFtK fu ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht
vh xwkfe mne fhJe.
8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh
ybtLg dKJtbkkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol
btxu mtbtLg rlgbtu ylu mwaltytu vK ft¤SvwJof JtkkaJt rJlkk<e Au.
ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.
xuLxhhu ctujvtuWLx vul lt cœju Ntne Jt¤e vul &e Chujt xuLzh <whk < s ybtLg dKJtbkt ytJNu.
8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.
xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt
rJd<tubtkk bwfuj Nh< y&Jt mw^thtbtkk ftuR VuhVth mwaJ<t ntug.xuLzhlwk ftuR vtlwk fu vtlt ftZe
ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk /cœÕgt ntug. c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu
xwkfe mne l fhe ntug. xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu xuLzh Chlth y&Jt vuZele ctc<btkk
œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <u btxu htFJtbtkk
ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.
8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.
8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog
ytFhe hnuNu. ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu
lwfNtle fu J¤<hltu nff œtJtu fhe NfNu lrn fu ftgœtfeg ftgoJtne yt ykkdu &R NfNu lrn. xuLzh
bkswh >ltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.
8 R: xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk
ytJNu. ylu <ubtk atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.
9: rJmkkdr< ylu rnmtc stud: nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble
ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtkk ytJNu. xuLzh Chlthu œhlt Ftltbtkk sKtJuj
Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk ytJNu.
10 y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu. yt mbg bgtoœt 10 jtF mw^elt ftb btxu
yuj.ytu.ytR. ytÃgt <theF&e 10 rœJm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃgt
<theF&e 15 rœJm&e NY &guj dKJtbt ytJNu. <&t <u mbg œhrbgtl ftble 5% juFu zevtuÍex Che
fhthvºt fhJtltu hnuNu.
10 c: mûtb m•tt îtht Yt.10,00,000.00 (œm jtF) mw^elt xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI)
ytvJtbtk ytJNu ðgth ctœ rœl - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex
btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.
10 f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu suxjt rœJm ftbdehe btuze vqhe fhuj ntug
<uxjt rœJmle vulÕxe xuLzh hfb (fhth rfkb<) lt 0.1 % bwsc «r< rœJm bwsc xuLzhbtk bkswh &guj
mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt bn•tb 10% juFu (jefJezexe zubuSm) vulÕxe Jmwj
xuLzh Chuj œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx, œuFhuF, mrJom-ftbdehe,
Jes¤e, htugÕxe Jduhu <btb Faoltu <&t sYh sKtg ðgthu ht<vt¤elt ftblu jd<t J^thtlt Faoltu
mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu
lnekk. xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe <u ctkk^ftb rJCtdltu fboathe ntug
fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh
ChJt <&t <ubtkk swœt swœt CtJ ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je
NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt &<t ftuR stuFb fu sJtcœthebtkk&e Axfe
NfNu lnekk. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.
11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «Joðbtl rlgb bwsc fhJtbt ytJNu. <&t
Bgwrl. frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot
11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb (xuLzh bwsclwk vubuLx + yu¾Mx[t
ytRxb) Wvh 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.
11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc
ftuLx[[tfxhlt cejbtkk&e fvt< fhJtbt ytJNu.
12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw
ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth
œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.
yu) yufb ylu fœ
(2) xuLzh Vtubolwk CtJvºtf
(3) MvuNeVefuNl
z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.
(2) xuLzh Vtubole ylwmwra-ce
(3) MvuNeVefuNl
Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe
yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b
dKJtbkkt ytJNu.
13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh
Rl-atso 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 htFJtle 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
16 : atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu
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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< rœl 1btk vh< jR sJtltu hnuNu.
yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.
20 : ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch
yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk
ytJu <u ytvJtle hnuNu.
21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ 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 sJtcœthe ftuLx[tfxhle hnuNu.
24: ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuN eVefuNl bwsc jtJJtlt
hnuNu.<&t xuMxekd fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw vtjl fhJtlw hnuNu
25: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ rM&<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 awfJKe fhJtbtk ytJNu.
26: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf
ctuzo,ÃjtMxef vxe,rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt<&Nu <tu <ule
mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.
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yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe
ftuLx[tfxhle hnuNu.
28: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t
yr^ftheytuyu ftb mw^thJt fu vtu{d{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 mððtt
yuze.mexe yuLSlehgh©elu hnuNu.
29: œhuf ytRxblt MvuNeVefuNl ybœtJtœ 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 œhhtus J^thtltu zucheÍ
WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ
WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.
30: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve
31: mœh xuLzhle ytRxbtult CtJtu ltKt Ft<tlt mh¾gwjh lu.38,<t.21/11/22 <&t mûtb m•tle b¤uj
bkswhe bwsc S.yum.xe. rmJtg dKºtebtk juJtbtk ytJuj <&t «Jo<btl S.yum.xe. bwsc awfJJt vtºt
&Nu. su&e <btb cezomu <u bwscle dK<he fhe xuLzhtu ChJtlt hnuNu.
32. mefgwhexe zevtuÍex / vVtuobLm duhxele hfb Yt.1 fhtuz mw^ele ykœtS< hfblt ftb,ze.ze ,cukf duhkxelt
MJYvbt <&t Yt.1 fhtuz &e Wvhle ykœtS< hfblt ftb btxu mefgwhexe zevtuÍex / vVtuobLm duhkxele
hfb btºt ze.ze.,vuytuzoh, cukf duhkxe lt MJYvbt ytvJtle hnuNu. zebtLz z[tVx / cukf duhkxe ‘‘
Bgwrl.frb§h©e ybœtJtœ ’’lt ltbltu ytvJtltu hnuNu.
33. ybœtJtœ Bgwrlrmvj ftuvtuohuNl BGþrlrm5j frbNlh©ele muLx[j yturVm mhfgwjh lk
bwsc xuLzhh îtht The Apprentices Act, 1961 yLJgu <uytulwEMPLOYER ltufheœt<t <hefu yJ~g
hSMx[uNl fhtJJtlw hnuNu.
FORMAT FOR BANK GUARANTEE FOR SECURITY DEPOSIT
[1] In consideration of the Terms and Conditions of an "Agreement made between
Commissioner, Ahmedabad Municipal Corporation, Ahmedabad (herein after
called" Ahmedabad Municipal Corporation ") and…………………………… (Contractor)
(hereinafter called "Contractor"
……………. (Name of work) for the …………………… deposit for the due fulfillment by
the contractor of the terms and conditions contained in the said agreement, We
Bank of …………………………………….. (hereinafter referred to as the Bank) at the
request of ……………………………. (Name of Contractor) do hereby undertake to pay
the Ahmedabad Municipal Corporation an Amount not exceeding Rs…………..
against any loss or damage caused to or suffered by Ahmedabad Municipal
Corporation by reason of any breach of any term or condition contained in the
said agreement by the said Contractor.
[2] We Bank of……………………………… do hereby undertake to pay the amount due and
payable under this Guarantee without any demur merely on a demand from the
Ahmedabad Municipal Corporation stating that the amount claimed in due by
way of loss of damage caused to or would be caused to or suffered by the
Ahmedabad Municipal Corporation by the reason of breach by the said
contractor of any of the terms and conditions in the said agreement of by reason
of the contractor failure to perform the said agreement. Any such demand made
on the Bank shall be conclusive as regards the amount due and payable by the
Bank under this guarantee shall be restricted to an amount not exceeding
[3] We undertake to pay the Ahmedabad Municipal Corporation any money so
demanded notwithstanding dispute or disputes raised by the contractor. In any
suit of proceeding pending before any Court or Tribunal relating thereto our
liability under this present being absolute and unequivocal. The payment so
made by under this bond shall be a valid discharge of our liability for payment
there under and the contractor shall have no claim against us for making such
[4] We Bank of ……………………, ………………………. further agree that
the guarantee herein contained shall remain in full force and effecting during the
period that would be taken for the performance of the said agreement and that
under or by virtue of said agreement have been fully paid and its claim satisfied
or discharged or till Commissioner, Ahmedabad Municipal Corporation,
Ahmedabad clarified that the terms and conditions of the said agreement have
been fully and properly carried out by the said contractor and accordingly
discharge this guarantee. Unless a demand or claim under this agreement is
made on us in writing on or before (dt.) …………………… we shall be discharged
from all liability under this Guarantee thereafter.
[5] We Bank of ……………………………………………… further agree with
theAhmedabadMunicipal20Corporationthat the Ahmedabad
Municipal Corporation shall have the fullest liberty without our consent and
without in any manner our obligations hereunder to vary any of the terms and
conditions of the said agreement or to extend the time of performance by the
said contractor from time to time or to postpone for any time or time to time
any of the power exercisable by the Ahmedabad Municipal Corporation against
the said contractor and to force or enforce any of the terms and conditions
relating to the said agreement and we shall not be relieved from our liability by
reason of any variation or extension being granted to the said contractor or for
any forbearance, act or omission on the part of the Ahmedabad Municipal
Corporation or any indulgence by the Ahmedabad Municipal Corporation to the
said contractor or by any such matter or thing whatsoever which under the law
relating to sureties would but for this provision would relieve us.
[6] This guarantee will not be discharged due to the change in the constitution of
the Bank or the Contractor.
[7] We Bank of ……………………………… lastly under take not to revoke during its
currency except with the previous consent of the Ahmedabad Municipal
Corporation in writing.
NOT WITH STANDING ANYTHING CONTAINED HERE IN :
[1] Our liability under this bank guarantee is restricted to Rs.
[2] This bank guarantee is shall valid up to ………………………..
[3] Our liability to make payment shall arise and we are liable to pay the guarantee
amount or any part there of under this guarantee, only if serve upon us a written
claim a demand in terms of the guarantee on or before dt.
THIS BANK GUARANTEE IS ENCASHABLE AT OUR BRANCH OFFICE AT
[4] In written of bank has executed this present the day and year first written. Date
the …………… , Month ………………. , Year ……….. for ………….
Seal, stamp and signature
of Bank's authorized Signatory
INCOME-TAX CLEARANCE CERTIFICATE
1. Names and style (of the Company, Firm, HUF or Individual) in which the applicant
is assessed or assessable to Income-tax and the addresses for the purpose of
2. Names and addresses of all Companies, Firms or Associations or persons in which
the applicant is substantially interested in his individual or fiduciary capacity.
3. The Income-tax Circle/Ward/District in which the applicant is assessed to income-
4. The following particulars are to be furnished concerning the Income Tax
Assessments for the preceding four years :
(a) The total contract amount received during the preceding four accounting
years (give date of the closing day of the year being previous year).
(b) Year Total Income Tax demanded, Tax paid, Balance due Tax
assessed Note :
(i) Tax in Columns 3 and 4 should include all items viz. Income-tax,
Sales Tax, Surcharges, Excess Profit Tax and Port Tax, etc.
(ii) If any tax remains unpaid, the reasons should be explained in an
attached statement.
(c) In case there has been no income-tax assessment in any year, whether
returns have been submitted under Section 22 (1) or 22(2) or tax has
been paid in advance under Sections 18(A) (3) of the Act and if so, the
amount of income returned for each year and tax for each of the four
years mentioned above and the name of Income-tax Circle/Ward/District
concerned where such returns have been paid. Give reasons why the
income-tax is not assessed.
(d) Whether any attachment or certificate proceedings pending in respect of
(e) The name and address of Branch(es), if any.
I declare that the above information is correct and complete to the best
of my information and belief.
Signature of the Contractor
Registered No. Signature
In my opinion, the assessee mentioned above has been doing everything possible to pay
the tax demanded promptly and regularly and to facilitate the completion of the
pending proceedings.
This will remain valid for one year from the date of issue.
Signature of the Income-tax officer
AHMEDABAD MUNICIPAL CORPORATION
FORM OF BID AND APPENDIX TO BID
FORM 1 - BID SECURITY (BANK GUARANTEE)
(Hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance
with the term and conditions of tender for the work of Providing New Footpath, Present
Footpath Repairing, Curbing repairing and Footpath&Central Verge Colour work in
Chandlodiya gamtal in Chandlodia Ward of North West Zone
.1. Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to total
rupees………………..(in words............................................) Rs. (in figures) and we undertake to
pay to Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad. Specified tip to his
first written demand, without demur without delay and without the necessary of a previous of
judicial or administrative procedures and without the necessity of a previous of judicial or
administrative procedures and without the necessity to prove to the Bank the defects or short
comings or debits of the contractor any sum within the limit of
2. We further agree that the Guarantee herein contemned shall remain in full force and effect
during the period that would be taken for the acceptance of tender. However unless a demand
of claim under this guarantee is made on its in writing on or before the (Date to be specified
will not be less than 120 days from the stipulated date of receiving the tender) we shall be
discharge from all liabilities under the guarantee thereafter
3. We undertake not to revoke the guarantee during it currency except with the previous
consent of the Municipal Commissioner, Ahmedabad Municipal Corporation, A' bad in
4. We lastly undertake not to revoke the guarantee for any charge in constitution of the
Tenderer or of the Bank.
Signature & Seal of Guarantor ...........................
5. The contractors shall have to furnish income tax clearance certificate before his tender is
accepted and intimate assessment number and ward under which he is assessed.
6. Copies of certificate as regards previous experience, if any, must accompany the tender.
7. List of approved banks - .As per ANNEXURE –
Seal and Signature of the Bidder Add. City Engineer (N.WZ)
FORM -2 PERFORMANCE GUARANTEE BOND
(BANK GUARANTEE)
(Clause 37 of Section I Volume 1)
Awarded a contract dated_ __________________for the Providing New Footpath, Present
Footpath Repairing, Curbing repairing and Footpath&Central Verge Colour work in
Chandlodiya gamtal area in Chandlodia Ward of North West Zone.. specified in the
tender by the Ahmedabad Municipal Corporation.
Whereas the said M/s __________________________________________has approached Us
___________________________________________Bank to provided a PERFORMANCE
GUARANTES BOND to the AMC for the work undertakes by M/s.
have agreed to provided such a PERFORMANCE GUARANTEE BOND. Now therefore, we the_
______________________Bank provided the following Performance Bank, Guarantee by way
of these Bond to the AMC.
1. The contract value of the contract provided to M/s. _____________________by the AMC in
Rs. _ __________. This guarantee in the nature of PERFORMANCE GUARANTEE is provided so
as to ensure and indemnify the AMC for full and proper performance of the contract by
the _______________________________Bank hereby indemnify the AMC for all losses and /
or damages to the road surface which would be laid or resurface by
M/s.________________________ and such PERFORMACE GUARANTEE would include any
damage to hot mixes, dense bituminous macadam asphalt, concrete, seal coat, concrete
blocks, road markings, signage, steel structures which may be suffered by the AMC as a result
of defective production of mixes, because of poor workmanship, or at all, by way of this bond,
we the _________________________________Bank agree and promises that in the
eventuality of the contractors M/s. __________________________________________not
repairing or remeding the Problem, loss or damage to the road surface we shall indemnify and
pay the AMC such expenses, losses and damages that may be incurred by the AMC, as a result
of the AMC getting the work done itself or from the other source.
2. We _______________________________ Bank agree and understand that the decision as
to whether any losses or damages to the project have taken place or not and / or whether the
work suffers from poor workmanship or not will be taken by the Commissioner of AMC and on
the Commissioner's decision regarding such losses or damages or defect whatsoever being so
notified by the AMC to us, We shall immediately take steps and ensure that
M/s.__________________________________ faithfully and diligently carry out the necessary
remedial steps to the full satisfaction of the Commissioner of the AMC. The opinion of the
Commissioner as to whether full and complete remedial steps, to the full satisfaction the
Commissioner of the AMC has been taken or not, will be that of the AMC. For the purpose, of
arriving at such decision as aforesaid it will be open to the Commissioner of the AMC in case
he so desires, to delegate this power to subordinate like the city Engineer to take appreciate
decision and the decisions referred to above will be deemed to be properly take and as if taken
by the Commissioner of the AMC. In the eventually of M/s.______________ not taking
remedial action to the almost satisfaction of the Commissioner of AMC. The AMC will be
entitled to get the work done itself or from sources. On the Commissioner of the AMC
notifying to us the total expenses incurred for this purpose. We hereby expressly have under
taken to pay the AMC the said amount forth with and in any case not less than 7 days from
taken to pay the AMC the said binding the amount indicted by the Commissioner of the AMC
and our obligation to pay such amount will be continuing of the AMC and our obligation
irrespective of any dispute of differences that may arise between us and M/s.
_____________________________ of between the AMC and M/s.
3. The contract value is Rs. __________________________. This PERFORMANCE GURANTEE is
limited to 5% of the said contract value and accordingly it comes to Rs.
_______________________ our liability will be in all cases be limited to
4. We agree and undertake that this PERFORMANCE GURANTEE will be valid for a period of
five years and one month from the date when the contract work is completed by the
M/s._____________________________________. The Commissioner of the AMC notify such
completion that to us. In case, no such completion it is notified, this performance guarantee
will be a valid from five years from the date of execution of this agreement. The Performance
Guarantee will come into effect from such completion date. In case however, the contract of
several parts it will be opened to the Commissioner to indicate separate completion dates for
separate part and to simultaneously indicate a break up of the contract value equivalent to the
separate part. In which case the PERFORMANCE GUARNATEE to extent of the different
completion dates. It is expressly understood that the considering this period of five years and
one month, the date by which the Corporation, intimate the Bank about the losses, damages
or problems as the case may be, shall be considered as long as such intimation is within a
period of five years and one month from the completion date. We the ___________________
Bank will be liable, irrespective of whether the remedial actions or lack thereof has taken place
after the period of the five years and one month.
5. We _________________________________ Bank agree that the PERFORMANCE
GUARANTEE which is continuing guarantee will be binding, and enforceable against us
irrespective of any difference / disputes between the AMC and M/s.
and irrespective of any change or variation or execution time or any forbearance or waiver
made or grant by the AMC to M/s.___________________________________.
6. In case any disputes arise as to the interpretation or implementation or implementation of
this PERFORMANCE GUARANTEE, the matter shall be referred to the sole arbitration of he
Commissioner of AMC whose decision in the matter will be final. In case any resource to any
court of law is necessitated, the appropriate Civil Court in the Ahmedabad along will have
Date: Signature of Contractor
FORM 3 - FORM OF AGREEMENT
THIS AGREEMENT made the ____ day of _______, 20__ between Ahmedabad Municipal
Corporation ………………..(here in after called “the Employer”) of the one part and
____________________________________________ (here in after called “the Contractor”) of
the other part.
WHEREAS the Employer is desirous that certain works should be executed by the Contractor,
____________________________________________ and has accepted the bid by the
contractor for the execution and completion of such works and the remedying of any defects
therein at a contract price of Rs.______________ (Rupees _________________
NOW THIS AGREEMENT WITNESSETH as follows:
1. In this Agreement, words and expressions shall have the same meanings as are respectively
assigned to them in the Conditions of Contract hereinafter referred to.
2. The following documents shall be deemed to form and be read and construed as part of
this Agreement, viz.:
a) the Letter of Acceptance;
b) the General Conditions
c) The Financial Condition
d) the Technical Specifications;
e) the Priced Bill of Quantities; and
f) other documents forming part of the contract.
3. In consideration of the payments to be made by the Employer to the Contractor as here in
after mentioned, the Contractor hereby covenants with the Employer to execute and complete
the Works and remedy any defects therein in conformity in all respects with the provisions of
3. The Employer hereby covenants to pay the Contractor in consideration of the
execution and completion of the Works and the remedying of defects therein the Contract
Price or such other sum as may become payable under the provisions of the Contract at the
times and in the manner prescribed by the Contract. IN WITNESS whereof the parties hereto
have caused this Agreement to be executed the day and year first before written.
Signed, sealed, and delivered by the said Employer and the Contractor in the presence
On behalf of Ahmedabad Municipal
On behalf of M/s.
Binding Signature of the Employer:
Binding Signature of the Contractor:
Sample Form for updating - qualification information
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s vAelt brnltle awfJKe ytWxmtumekd yusLmelu fhJe.
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ybœtJtœ Bgwrlrmvj ftuvtuohuNlu awfJJtle sJtcœthe l &R Nfu <u nu<w&e mkœrCo< vºt ¢btkf 3 yLJgu
bnu. Bgwrl. frbNlh©e XhtJlk.50 <t.06/08/2018&e b¤uj bkswhe R.ve.yuV.yufx jtdw &guj
ntug <uJt ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk ftb fh<t ntjbtk ftgoh< ntug <uJt ylu yts vAe ftb
ytvJtlt &tg <uJt <btb ftuLx[tfxhtulu ftb ytv<t vqJuo R.ve.yuV.hSMx[uNl fhtJuj ntug <u sYhe
Au.<ubs suytulu R.ve.yuV.yufx l&e jtdw vz<tu <uJt ftuLx[tfxhtuyu htFuj fboathe©eytu btxu
R.ve.yuV. yufx <&t htsg mhfth©elt vrhvºtbtk sKtÔgt bwsc r«Lmevtj yuBÃjtugh <hefu
R.ve.yuV.le sJtcœthe ybœtJtœ Bgwrlrmvj ftuvtuohuNlle hnu<e ntuJt&e CrJ»gbtk R.ve.yuV.
yufxlwk vtjl l fhJt&e zebtLz ltuxem <&t ftgœtfeg «r¢gt&e caJt btxu <&t ftgœtfeg vrhrM&<e
WvrM&< l &tg <u nu<w&e htsg mhfth©elt ©b ylu htusdth rJCtdlt yt mt&u mtbuj fhuj vrhvºt
¢btkf RveyuV/182016/368596/b(3) <t.07/07/2017 ltu awM<vKu ybj fhJtu sYhe Au.
ybœtJtœ Bgwrlrmvj ftuvtuohuNllt <btb Ft<tlt Jztyr^fthe©eytulu <ublt nM<flt Ft<t/
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ybj fhJtle Ftm ltuk^ juJt yºtu&e sKtJJtbtk ytJu Au.
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