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Tender Value
₹1 Cr
EMD Value
₹1 L
Closing Date
7 Apr 2026, 6:00 pmClosed
Assistant Manager (South West Zone)
Upgradation of wter line network at Prahladnagar ,Corporate Road,T.P.85,Bag e nishat Road and other required location for the year 2026-27 in Sarkhej ward of SWZ.
290935
21/2025-26 (26)
Open
Civil - All
Ahmedabad
3 documents required · 3 mandatory
₹2,400
Municipal Commissioner, Ahmedabad
₹1 L
27 Mar 2026
27 Mar 2026
27 Mar 2026
7 Apr 2026
27 Mar 2026
Name of work :- Upgradation of wter line network at Prahladnagar ,Corporate
Road,T.P.85,Bag e nishat Road and other required location for the year 2026-27
in Sarkhej ward of SWZ.
No ITEM QTY RATE PER AMOUNT
1 Providing FoR Cost of Materials & supplying at
A Providing TMT Bar FE 500D reinforcement for 25.00 63.10 K.G
R.C.C. work including bending, binding and
placing in position complete upto floor two
C Lead 25.00 214.74 K.G
D Jute (Spun Yarn) 25.00 76.10 K.G
E Nut Bolt 500.00 43.67 K.G
F MS Plate 1000.00 63.35 K.G
G MS pipe /piece 1000.00 75.00 K.G
H MS Ring flange 500.00 125.00 K.G
I MS Blank flange 1000.00 98.21 K.G
J Rubber Gasket 250.00 71.43 K.G
2 Providing & supplying For Welding Joints
A Hiring and operating the 20 KV 3 Phase 3.00 2800.00 SHIFT
Electric Generator for operating desilting
machinery, and lighting and other
requirements with Arranging diesel to run
Do AsDirected. 8 Hrs Shift.
B Rent of Welding machine per shift 5.00 893.00 SHIFT
C Rent for Grinder machine per shift 5.00 304.00 SHIFT
D Gas Cutting set per shift 5.00 513.00 SHIFT
E LPG bottle 3.00 1205.00 NO
F Oxygen bottle 3.00 246.00 NO
G Rent of Tools & Other Charges 3.00 446.00 SHIFT
H Rent of Chain pulley block & Tripod 3.00 446.00 SHIFT
3 Providing For Masonry & RCC Work
C M-Seal 100 gm pack 3.00 26.79 NO
D Cement bag 3.00 323.00 BAG
E Grit- Aggregates 3.00 330.00 CMT
F Kapachi Aggregates 3.00 413.00 CMT
G Sand 3.00 179.00 CMT
H Brick 100.00 3.57 NO
4 Providing and laying controlled cement 5.00 3874.20 Cmt
concrete M.200 and curing complete excluding
the cost of formwork and reinforcement for
reinforced concrete work in (A) Foundations,
footings, Base of columns and Mass concrete
5 Labour charges for repairing of lekage
CI/Di pipe line for following dia different
places including necessary excavation
manually or by machinery removing mud
dewatering cleaning of pipe and leakafe
portion and repairing by inserting lead wool
jute tools required for inserting lead wool
hiring charges of excavators Hydra/crane
j.c.b dewatering set fuel operator cost of lead
wool etc complete(including all material but
excluding cost of pipel)
6 Providing, supplying and fixing check nut for
sluice valve. C.I./M.S./G.M. or Brass.
Instruction of engg. In charge
7 Labour charges for repiaing of Sluice valve
/ Reflux valve inlcuding materials, labours
and testing etc. Complete. (i) Replacing of
S.S. Spindle only
8 Providing, laying and jointing in true line and
level U.P.V.C pipe (SCH - 40) of following dia.
including fittings of standard make as
approved by Engineer - in - charge. Pipe shall
be fixed on the wall with the help of clamp
at every shall be concealed as directed
including necessary Tee
,bend, any joint & any fittings etc. including
testing of pipe and joints and fixing the same
with adhesive solvent, including cost of all
9 Extra rate over item of excavation of earth
for excavation of asphalt pavement of
thickness upto 0.20 meter including
demolishing the asphalt carpet, metal,
soiling etc. comp. with stacking the material
a up to 0.20 meter thickness (By Manual) 1000.00 71.10 SMT
b 0.20 to 0.30 meter (By any type of 25.00 177.76 SMT
Breaker Machine or R.C.C.Cutter machine
including cost of
operator, fuel, & transportation etc
c 0.30 meter & above (By any type of 25.00 311.08 SMT
Breaker Machine or R.C.C.Cutter machine
including cost of operator,
fuel, & transportation etc complete.
10 Providing and Making hole for House
connection on C.I./D.I. or M.S. with labour
cost. Instruction of engg. In charge (As per
previous tender Rates)
F 2.0" dia on CI/DI Pipe up to300mm dia. 20.00 2679.00 NO
11 Transporting from AMC store and laying spigot
and socket New DI pipe line DI-k-9 pipes of
various classes with CI/DI/MS specials of
following diameters. Rate includes excavation
up to minimum 1.0 mt. depth from top of pipe
/ as per requirement in any soil, refilling after
laying pipe, covering and temptation of
carting surplus earth up to 30 mt. lead
and watering and compaction. Clearing the
site. All Joints shall be made tight & leak
free etc. comp. (As per previous tender Rates)
12 Labours charges for collecting specials from 10000.00 21.00 K.G
Municipals store loading , transportation,
unloading to the site, laying and fixing CI
specials inclusive of all jointing materials like
lead, spun etc.and labour, exacavation re-
filling and nece. dewatering as per
instrucation of engg. incharge
13 Labour charges for installing and jointing Sluice
Valves including loading, transporting from
owner's store, lowering in location to the
required with excavation refilling alignment
by crane/ tripod and chain block including
cost of total nos. of nuts, bolts, Necessary
gaskets and excluding fixing of tail pieces with
lead & jute etc complete as directed by
Engg. in charge.
14 Cutting of existing pipelines of following
diameters including carting of nece. specials
from AMC store to site and from site to AMC
store (recovered materials) nace. labours for
excavation, jodan & backfilling fitter,
supervisor, etc. complete.
Rate also includes electric cutter, dewatering
pump fuel and transportation of machineries,
chain pulley block if requires working at an
instructed specific time of day or night etc.
15 Supplying, labour for excavation of all type of
soil at any depth including excavation of
asphalt pavement of any thickness,demolition
of brick work in cm of any proportion including
stacking of serviceable materials and disposal
of unserviceable material rtc
comp. as directed.
Mazdoor(male) at day/night 3500.00 493.00 No
Mazdoor(Female) at day/night 200.00 450.00 No
Fitter/makadam/supervisor at day/night 100.00 640.00 No
16 Dewatering by pumping set of required 5000.00 18.32 HP/Hr.
capacity including temporary platform carting
pumping at site and fixing the same in
position including all accessories, and fuel
and labour etc. Complete (A) Pump set of
17 Providing & Supplying JCB Machine on rental 1000.00 535.71 Hour
basis in case of emergency situation and break
down type work & also during unavoidable
condition as per instruction of engg.incharge
rate includes all nece. shifting, fuel
andoperating charges and stacking of useful &
non-useful materials separately up to store.
(No payment should be allowed for non
working condition of machinery and for pipe
line excavation and laying work)
18 Supplying Pneumatic Breaker Machine for RCC 1000.00 535.71 Hour
Slab or sphalt Demolishing Work on site by
using Operator,fuel, power Supply etc.
Complete as Directed. (No payment should be
allowed for non working condition of
machinery and for pipe line excavation and
M.H. work.Allowed only for break down work)
19 Excavation for trial pit for location of 2000.00 290.00 NO
existing line including excavation of any
depth including refilling, watering etc. Comp
(As per previous tender Rates)
20 Labour charges for doing washout of water 1000.00 670.00 NO
pipe line at end including necessary
excavation of pit, allowing the water to flow
for 15 minutes twice or thrice as per site
condition during supply hour, dewatering the
pit and plugging with existing wooden butch
and refilling the pit .etc. comp .as per
21 P/S OF good quality of rubber rings for
following dia meter.
22 Supplying wooden taper butches from
jungle wood (Like limda,ambo) Etc. comp.
A 15 Mm dia. to 20 MM dia. 50.00 13.00 NO
B 25 Mm dia. to 37 MM dia. 50.00 18.00 NO
D 80 mm dia to 100 mm dia line 25.00 313.00 NO
23 Labour charges for repairing of sluice
valve / reflux valve including materials,
labours and testing etc.,complete
(B)Replacing of Glan packing only
24 Fixing of valve Road box incl .locating valve, 5.00 446.00 NO
nece. excavation, tem also inclues cartring
form AMC store to site. Etc.Comp. as directed
(As per previous
ARC tender rates)
25 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
A PRODUCTION & SUPPLY OF WMM 25.00 1708.13 CMT
B LAYING OF WMM 25.00 31.25 CMT
26 Hiring of Tractor with trolley considering 8 Hrs. 20.00 2104.09 DAY
As working Day hours inclu. Driver
27 Barricading the entire break down or 20.00 80.00 RMT
excavated area on rental basis using wooden
ballies / M.S. angles at max. 2.00 meter
centre to centre,
C.G.I. Sheet, reflective paint / Board outside to
avoid accident & for smooth traffic
diversion & movement including cautionary
board etc. Item also includes for making
temporary sufficient nos of lighting
arrangement throughout the work with
necessary required arrangement.
..The same shall be removed after completion
of work. (Only for break down work from
start to complete)
28 Reinstatement of Asphalt road/any kind of 500.00 103.57 Smt
paving/flooring using the same material.
29 Providing and laying cement concrete work 30.00 3021.43 cmt
1:2:4 (1-Cement : 2-Coarse sand
:4-graded stone aggregates 20mm nominal
size) and curing complete excluding cost of
form work and reinforcement for reinforced
concrete work in (B) Slabs, landing, shelves,
Balconis, Lintels, Beams, Girder sand
Cantilever up to floor two level.
30 Providing form work of ordinary timber 30.00 142.86 smt
planking so as to give a rough finish including
centering shuttering strutting and propping
etc. Height of propping and centering below
supporting floor to ceiling not exceeding 4M.
and removal of the same for in situ reinforced
concrete and plain concrete work in. (B) Flat
surfaces such as soffits of suspended floors
slabs Landing sand the like. (1) Floors etc. upto
thickness. (upto 10 ton)
31 Providing & laying cement concrete 1:4:8 (1 20.00 2008.04 cmt
cement : 4 coarse sand : 8 hand broken stone
aggregates 40 mm nominal size) and curing
complete excluding cost of form work in
Foundation and plinth
32 Brick work using common burnt clay building
bricks having crushing strength not less than
kg/Sq. cm. in foundations and plinth in cement
mortar 1:6 (1 cement : 6 fine sand)
(a) in foundation & Plinth 27.75 2498.21 cmt
33 Providing 15 mm thick cement plaster in single 20.00 88.21 smt
coat on Rough (Similar) side of single or half
brick walls for interior plastering upto floor two
level and finished even and smooth in (i)
Cement mortar1:4 (1-cement:4-sand)
34 Excavation for foundation up to 1.5 mt. depth 20.00 60.00 Cmt
including sorting out stackingof useful material
& disposing of excavated stuff up to 50 mt.
35 Conveyance charge of earth 47.48 125.33 Cmt
,lime,murrum, building rubbish,manual
garbage, sludge, excavated rock ,fly ash,
aggregate of any kind etc.
comp.up to 5.0 Km. lead
36 Providing & Supplying Hitachi Machine- 110 24.00 1785.71 Hr.
capacity on rental basis in case of emergency
situation and break down type work & also
during unavoidable condition as per instruction
of engg. incharge, rate includes allnece.
shifting, fuel and operating charges . (No
payment should be allowed for
non working condition of machinery )
37 P/F. to wall ceiling and floor galvanized mild
steel tubes (Medium grade) of the following
nominal bore, tube fittings and clamps incl.
making good the wall,
ceiling and floor. (At any floor level)
38 Job work for checking water pressure on 50.00 598.21 No
exiting line as per instruction of engg in charge.
Rate includes excavation of trial pit, making
hole of 15 mm dia, fixing UPVC pipe up to
mt height, fixing pressure gauge. After gauging,
fixing pukka butch followed by pecking &
compacting the filled up soil etc completed as
directed by engg
39 Providing , Supplying and using size 15 to 50 50.00 334.82 No
mm dia. Pvc mm Pipe line Up To
Mtr.Length.With Matirials like Pipe, Coupler,
Union, Elbow, TEE, End-Cap, Band, F.T, M.T,
Tailpiece, Reducer, M- Seal, Solution,
Excavation per day per ward including Labor
and Fitter To PreventLeakage etc.As per
instuction of Engineer incharge.Excavation.
including Labor and Fitter.
40 Providing , Supplying and using Of up to 50 mm 50.00 379.46 No
To 75 mm dia.Pve Pipe line For Braking
Connection Up to 1Mtr Length With Matirials
like Pipe, Coupler, Union, Elbow, TEE, End-Cap,
Band F.T, M.T, Tailpiece, Reducer, M- Seal,
Solution, Excavation per day per ward
including Labor and Fitter To Prevent Leakage
etc.As per instuction of Engineer incharge.
including Labor and Fitter.
41 Labour charge for cutting of existing
P.V.C. pipeline for making branch connection &
existing P.V.C. tee, collar and other specials like
topper etc. if required. The item including
excavation dewatering of trenches and pipe
line, cutting of existing pipeline, including
carting of pipe & surplus earth upto 50mt. lead
etc. comp the work is to be completed in
stipulated time limit without interruption of
regular water supply. The rate include all
necessary precautionary measures to prevent
any lane slide in trench and P/F safety grad
board on road slide. The joint should be made
water tight slide. The joint should be made
water tight and leak free etc complete as
instruction given by engg in charge.
(A ) 90 mm dia. To 150 mm dia. Line 20.00 312.50 No
( B ) 160 mm dia. To 200 mm dia. 20.00 446.43 No
( C ) More then 200 mm & up to 300 mm dia 5.00 535.71 No
42 providing ,supplying and fixing pvc TEE
including labour cost for leakage.6 Kg. cm2
instruction of engg. In charge
43 providing ,supplying and fixing with labour cost
L-bow for leakage. PVC 6 Kg. cm2 instruction of
engg. In charge
44 Providing, Supp and fixing with labour cost.
Endcap for leakage. PVC 6 Kg. cm2 instruction
of engg. In charge
45 providing, supplying and fixing with labour
cost. Band for leakage. PVC 6 Kg. cm2
instruction of engg. In charge
46 Providing, supplying and fixing with
labour cost. Reducer for leakage. PVC 6 Kg.
cm2 instruction of engg. In charge
47 Providing, supplying & fixing to wall ceiling and
floor 6.0 kg. F/Cm2 working pressure
polythelene pipes of the following outside dia.
Complete with special flange empression type
fittings. Wall clips etc. incl. making good the
wall ceilling and
48 Provdg. & fixing C.P. Brass screw down bib taps
of following size
(II) 20mm dia 5.00 211.61 No
49 Supplying Potable Water Tanker attached with 140.00 312.50 Trip
motorpump to be filled from near by Privete
vendor Boe waell station And Supplay to AMC .
with 30 meter Delivery Pipe. The tanker should
be supplied as & where reuired & when order
placed by Engineer In - Charge The rate
includes the fuel charge, driver's charge
50 Providing bedding including ramming, watering
, levelling, consolidating etc complete as per
standards and instruction of engineer in charge
a) As above with selected excavated earth 25.00 60.00 cmt
available near site
b) As above with murrum brought from outside 25.00 176.00 cmt
including all lead
c) As above with required quality sand brought 25.00 329.00 cmt
from outside including all lead
51 Providing chhota hathi or equivalent for 225.00 1650.00 nos
carting clorin kerba to dudheshwer water
works for filling Hypoclorin solution &
distributing Same as directed clorin solution &
distributing same as directed engineering in
charges ate incuding fule driver , 4 nos of
labour all necessary permit etc. (for
8 hours shift )
52 Only Removing & recover of existing CI/DI pipe
line & Specials, removing any type of joint
carting it to the Muni. Stores as & where
directed as per
instruction of Engg. In charge with excavation
A 80 mm dia 25.00 71.00 Rmt
B 100 mm dia 25.00 72.00 Rmt
C 150 mm dia 25.00 87.00 Rmt
D 200 mm dia 25.00 105.00 Rmt
E 250 mm dia 25.00 127.00 Rmt
F 300 mm dia 25.00 153.00 Rmt
53 Removing & relaying of existing CI/DI pipe line
& Specials, Cleaning of
pipe & Specials from Inside, including
excavation, refilling etc. comp. in line & level
with any type of joints as per instruction of
engg. in charge.
A 80 mm dia 25.00 71.00 Rmt
B 100 mm dia 25.00 72.00 Rmt
C 150 mm dia 25.00 87.00 Rmt
D 200 mm dia 25.00 105.00 Rmt
E 250 mm dia 30.00 126.00 Rmt
F 300 mm dia 50.00 136.00 Rmt
(in words also)
CONTRACTOR'S SIGNATURE DY.CITY ENGINEER
& STAMP (South West Zone)
AHMEDABAD MUNICIPAL CORPORATION
"South West Zone, Zonal Office", Tushar Deshmukh bhavan Ahmedabad.
Municipal Commissioner invites Percentage Rate sealed tenders from interested
1 Name of work Upgradation of wter line network at Prahladnagar ,Corporate
Road,T.P.85,Bag e nishat Road and other required location for the year
2026-27 in Sarkhej ward of SWZ.
2 Time Limit 12 Months
3 Eligibility Criteria Register “D” class in PWD in Govt. R&B/CPWD/AMC or equivalent
registration with any other state Govt. or institutions.
4 Estimated Cost put to tender Rs.
5 Earnest Money Deposit Rs.1,00,000.00 (Demand Draft, Pay order, Bank Guarantee (As per
finanance circular No 56) or Cheque in favour of Municipal Commissioner,
Ahmedabad) To be submitted as prescribed in 7.0 below. Demand Draft
or Bank Guarantee shall be from Nationalized Bank and valid for 120 days.
6 (A) Security Deposit: 5% of Tender Amount
(B) Retention 1. @ 2% of the value of work done will be deducted from each RA bill. It
will be released along with release of payment of Final Bill.
7 Tender fees Rs.2400/-Demand Draft / Pay order in favour of Municipal Commissioner,
(Non refundable) Ahmedabad)
8 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with
Tender Fees Tender as described in the invitation of tender and submitted to Assistant
Manager (South West zone) , Ahmedabad Municipal Corporation, Late
Shree Tushar Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club,
S.G. highway, Jodhpur, Ahmedabad-380015
9 Tenders issue date Tenders from the website http://amc.nprocure.com and
http://nprocure.com. shall be down loaded from
10 Last date of receiving Dt. 08.04.2026 up to 16:00 Hrs The tenders received after this date
Tenders. and time will not be entertained under any circumstances.
11 Date of Opening Dt. 08.04.2026 at 17.00 Hrs to Assistant Manager "South west
Zone Shree Tushar Deshmukh Bhavan, Nr. Shelby hospital, Opp.
karnavati Club, S.G. highway, Jodhpur, Ahmedabad-380015
12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/ Speed
Documents post/ Hand Delivery/ Courier in sealed covers as described in submission
13 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall be
Specification applicable.
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Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all the
tenders without assigning any reasons thereof.
Seal and Signature of the Bidder DY. City Engineer
(South West Zone)
AHMEDABAD MUNICIPAL CORPORATION
Invitation for Bid (IFB)
1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”) invites sealed
Tender document from reputed and qualified bidders for the construction of Works detailed in
the Table below:-
Sr. Name of Works Approximate value Bid Security Completion
No. of works (Rs.) (Rs.) Period
1 Upgradation of wter line network at Rs.1,00,00,000 Rs.1,00,000 12 months
Prahladnagar ,Corporate Road,T.P.85,Bag e
nishat Road and other required location for
the year 2026-27 in Sarkhej ward of SWZ.
2. Tender (a complete set of bidding document) fee shall be Rs. 2400/- in the form of Demand Draft
/ Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER, Ahmedabad,
payable at Ahmedabad, which shall be non refundable. The fees shall be paid at the time of
submitting the tender.
3. Interested bidders shall download the tender documents from website http://amc.nprocure.com
and http://nprocure.com. up to Dt. Dt.18.12.2025 at 16:00 hrs tender fee as mentioned in clause
2 above shall be paid by the bidder at the time of bid submission.
4. All bids must be accompanied by Bid Security of the amount specified for the Works in the above
Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL CORPORATION,
Ahmedabad. Bid Security will have to be in any one of the forms as specified in Clause of ITB
(Instructions to Bidders).
All Bids must be delivered to Assistant Manager "South West Zone, Zonal Office", Late Shree
Tushar Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club, S.G. highway, Jodhpur,
Ahmedabad-380015.
Seal and Signature of the Bidder DY. City Engineer
(South West Zone)
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
SOUTH WEST ZONE
DETAILS OF BANK ACCOUT
1 Contractor's name
3 Telephone/ mobile no.
4 Permanent account no. (PAN
5 Name of the bank
6 Branch name and address
11 Contractor/ supplier's
signature and stamp
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL CONDITION
1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.
2. Contractor shall register the work to labour commissioner as per labour act.
3. Contractor shall not sub-let the work without permission of the authority
4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at different
sites simultaneously. Contractor's having labour force available during festivals shall only apply.
Contractor can not stop the work due to on availably of labour force. In case progress is delayed,
contractor shall be penalized 0.1% of Tender amount per day for work done after time limit,
maximum up to 10% for remaining work.
5. Bitumen rate difference will be paid as per tender conditions, if applicable.
6. Advance payment / machinery advance will not be paid.
7. Payment of running bill will be made as per recent A.M.C. policy in force.
8. No extra payment will be made due to increase of central / state Govt. Taxes. Exluding GST as per As
per circular no 38 Date 21.11.2022of finance department of Ahmedabad Municipal Corporation .
9. If the work is not completed within time limit the penalty will be recovered from immediate bills of
10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then
contractor shall not claim for any extra rate for non execution of such item, partly/fully.
11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved" by
the Engineer-in-charge.
12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to mean
as a reference to the latest edition of the same in force on the date of agreement.
13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of specific
mention of a particular point or aspect, the provisions on these particular points, or aspects in the
relevant Indian Standards shall be referred to.
14. All measurements and computations, unless otherwise specified, shall be carried out nearest to the
following limits:
(i) Length, width and depth (height)------- 0.01 Meter.
(ii) Areas -----0.01 Sq. Mt.
(iii) Cubic Contents ------0.01 Cu.Mt.
15. The distance, which constitutes lead, shall be determined along the shortest practical route and not
necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be
taken as final.
16. Where no lead is specified, it shall mean "all leads"
17. Lift shall be measured from plinth level.
18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,
specifications shall be deemed to be included there in.
19. Reference to specifications of materials as made in the detailed specification of the items of work is
in the form of a designation containing the number of the specification of the material and prefix 'M'
20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the
contractor from the responsibility of replacing defective material brought on site or materials used in
the work found defective at a later date.
21. The contract rate of the item of work shall be for the work completed in all respects.
22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.
23. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall
be stone at site of work in a systematic manner. Materials shall be stored in such a manner as to
prevent damage, deterioration or intrusion of foreign matter and to-ensure the preservation of their
quality and fitness for the work.
24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the
site of work within 24 hours.
25. No materials shall be stored prior to, during and after execution shall be kept in sufficient numbers
and in good working condition on the site of the work.
26. All works shall be carried out in workmanlike manners per the best techniques for the particular
27. All tools, templates, machinery and equipment for correct execution of the work as well as for
checking lines, levels, alignment of the works during execution shall be kept in sufficient numbers
and in good working condition on the site of the work.
28. The mode, procedure and manner of execution shall be such that it does not cause damage or over
loading of the various components of the structure during execution or after completion of the
29. All necessary safety measures and precaution (including those laid down in the various relevant
Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the works
as also of the work itself.
30. The testing charges of all materials shall be borne by the Contractor unless recovery at one percent
towards testing charges is separately made.
INSTRUCTION TO TENDERERS
TENDER VALIDITY PERIOD:
The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days
(120) from opening of price bids.
SECURITY DEPOSIT
Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to
the Corporation Security Deposit of 5% (five percent) of the contract price cheque or Bank
Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.
CONTRACTOR'S SIGNATURE DY.CITY ENGINEER
& STAMP (South West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL SPECIFICATION
Time limit for the work shall be 12 Month after the order to start the works. Progress of work should be in
proportion to time limit.
The contractor shall be remain responsible for Workmen’s compensation if any accident. The contractor
shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible
for any damage to public. If any incident happen, during the execution of work. In case of dispute for unseen or
overlooked items the decision of the Dy. City Engineer shall be final. The contractor shall have to give site clean of
all rubbish during the work and at the time of completion of work and hand over the site with final finishing of
the work as directed. All the rejected materials shall be removed from site within 24 hours by contractor at this
risk and cost. Debris shall have to cart daily from site.
If any extra item crops up during the progress of work the same shall be carried out by the contractor and he shall
be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR
than based on current market rates. In case of extra item decision of Add. City Engg. shall remain final regarding
If in the interest of the Corporation it is necessary to change either any site or the design of the propose work the
contractor shall carry out the same at his quoted rates without charges any extra and the contractor will have to
carry out the works and he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes
in site and design is entertained.
Octroi exemption passes shall not be given for any materials required for the work. Contractor will be fully
responsible for compliance of the various provisions under contract Act. 1970 and the Rules framed the to under.
The tender for the work shall remain open for a period (120) days from the date of opening of the tenders for this
work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If
any tenderer withdraw or makes any modifications or addition in the terms and conditions of his tender not
acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any right or
remedy be at liberty to forfeit in full the said earnest money and black list the contractor.
If the work is not carried out within the specified time limit. from the date of order to start the work the penalty
of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor.
Contractor has to make his own arrangement for procurement of steel and cement.
Contractors should note the following conditions carefully:-
i) Conditional tender shall not be accepted.
ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.
iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft
iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can
be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building
Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.
CONTRACTOR'S SIGNATURE DY.CITY ENGINEER
& STAMP (South West Zone)
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 :- Upgradation of wter line network at Prahladnagar ,Corporate Road,T.P.85,Bag e nishat Road and other required
location for the year 2026-27 in Sarkhej ward of SWZ.
Item No 1: Providing FoR Cost of Materials & supplying at Materials
a. Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and
placing in position complete upto floor two level (R & B Building SOR 21-22 Item no. 5.4.11
c. Lead (AMC central Stroe i.code 18910001 rate as on dated 21.02.2023)Nut Bolt
d. Jute (Spun Yarn) (AMC central Store i.code 18940001 rate ason dated 21.02.2023)
e. Nut Bolt (AMC central Store i.code 10550138 rate as on dated21.02.2023)
f. MS Plate (as per building SOR)
g. MS pipe /piece
h. MS Ring flange
i. MS Blank flange
j. Rubber Gasket
The measurement shall be given on K.G. basis.
Item No 2: Providing & supplying For Welding Joints
A Hiring and operating the 20 KV 3 Phase Electric Generator for operating desilting machinery, and lighting
and other requirements with Arranging diesel to run the D.G. Set Do As Directed. 8 Hrs Shift.
B Rent of Welding machine per shift
C Rent for Grinder machine per shift
D Gas Cutting set per shift
F Oxygen bottle
G Rent of Tools & Other Charges
H Rent of Chain pulley block & Tripod
Item No 3: Providing For Masonry & RCC Work
C M-Seal 100 gm pack
D Cement bag (As per building SOR I.code M143)
E Grit- Aggregates (As per building SOR I.code M176)
F Kapachi Aggregates (As per building SOR I.code M178)
G Sand (As per building SOR I.code M209)
H Brick (As per building SOR I.code M166)
ItemNo.4:- :- Providing and laying controlled cement concrete M.200 and curing complete
excluding the cost of formwork and reinforcement for reinforced concrete work in
(A) Foundations, footings, Base of columns and Mass concrete (Building SOR 21-
I.no. 5.8.2 I.code 05024AA)
Providing and laying controlled cement concrete M.200 and curing complete excluding
the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations,
footings, Base of columns and Mass concrete
The measurement shall be given on Cmt basis.
ItemNo.5:- Labour charges for repairing of lekage CI/Di pipe line for following dia
different places including necessary excavation manually or by machinery removing
mud dewatering cleaning of pipe and leakafe portion and repairing by inserting lead
wool jute tools required for inserting lead wool hiring charges of excavators
Hydra/crane j.c.b dewatering set fuel operator cost of lead wool etc complete(including
all material but excluding cost of pipel) (GWSSB SOR 22-23 SECTION 1 G I.NO 2)
Labour charges for repairing of lekage CI/Di pipe line for following dia
different places including necessary excavation manually or by machinery removing mud
dewatering cleaning of pipe and leakafe portion and repairing by inserting lead wool jute
tools required for inserting lead wool hiring charges of excavators Hydra/crane
j.c.b dewatering set fuel operator cost of lead wool etc complete(including all material but
excluding cost of pipel)
The measurement shall be given on NO. basis.
ItemNo.6 :- Providing, supplying and fixing check nut for sluice valve. C.I./M.S./G.M. or Brass.
Instruction of engg. In charge
Providing, supplying and fixing check nut for sluice valve. C.I./M.S./G.M. or
Brass. Instruction of engg. In charge
The measurement shall be given on NO. basis.
ItemNo.7 :- Labour charges for repairing of Sluice valve / Reflux valve inlcuding
materials, labours and testing etc. Complete. (i) Replacing of S.S. Spindle
only (GWSSB SOR 22-23 I.no.
Labour charges for reparing of Sluice valve / Reflux valve inlcuding materials,
labours and testing etc. Complete. (i) Replacing of S.S. Spindle only
The measurement shall be given on NO. basis.
ItemNo.8 :- Providing, laying and jointing in true line and level U.P.V.C pipe (SCH - 40) of
following dia. including fittings of standard make as approved by Engineer - in -
charge. Pipe shall be fixed on the wall with the help of clamp at every shall be
concealed as directed including necessary Tee ,bend, any joint & any fittings etc.
including testing of pipe and joints and fixing the same with adhesive solvent,
including cost of all materials (Building SOR 21-22 )
Providing, laying and jointing in true line and level U.P.V.C pipe (SCH - 40) of following
dia. including fittings of standard make as approved by Engineer - in - charge. Pipe shall
be fixed on the wall with the help of clamp at every shall be concealed as directed
including necessary Tee ,bend, any joint & any fittings etc. including testing of pipe and
joints and fixing the same with adhesive solvent, including cost of all materials
The measurement shall be given on RMT basis.
A 15 mm (I.code no. 23061)
B 25 mm (I.code no. 23062)
C 32 mm (I.code no.23063)
D 40 mm (I.code no. 23064)
E 50 mm (I.code no. 23065)
F 110mm (I.code no. 23067)
G 160 mm (I.code no. 23066)
ItemNo.9 :- Extra rate over item of excavation of earth for excavation of asphalt pavement
of thickness upto 0.20 meter including demolishing the asphalt carpet, metal,
soiling etc. comp. with stacking the material as directed. (As per Road ARC tender
The measurement shall be given on SMT basis.
a. up to 0.20 meter thickness (By Manual)\
b. 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine
including cost of operator, fuel, & transportation etc complete.
c. 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine
including cost of operator, fuel, & transportation etc complete.
ItemNo.10 :- Providing and Making hole for House connection on C.I./D.I. or M.S. with labour
cost. Instruction of engg. In charge (As per previous tender Rates)
F 2.0" dia on CI/DI Pipe up to300mm dia.
The measurement shall be given on No basis.
ItemNo.11 :- Transporting from AMC store and laying spigot and socket New DI pipeline DI-k-9
pipes of various classes with CI/DI/MS specials of followingdiameters. Rate includes
excavation up to minimum 1.0 mt. depth from topof pipe / as per requirement in any
soil, refilling after laying pipe, coveringand temptation of carting surplus earth up to
30 mt. lead and watering andcompaction. Clearing the site. All Joints shall be made
tight & leak free etc.comp.
The measurement shall be given on Rmt. basis.
ItemNo.12 :- Labours charges for collecting specials from Municipals store loading
transportation, unloading to the site, laying and fixing CI specials inclusive of all
jointing materials like lead, spun etc.and labour, exacavation re-filling andnece.
dewatering as per instrucation of engg. incharge. (As per previous tender Rates)
The measurement shall be given on Kg. basis.
ItemNo.13 :- Labour charges for installing and jointing Sluice Valves including
loading,transporting from owner's store, lowering in location to the required with
excavation refilling alignment by crane/ tripod and chain block including cost of total
nos. of nuts, bolts, Necessary gaskets and excluding fixing of tail pieces with lead &
jute etc complete as directed by Engg. in charge. (As per previous tender Rates)
The measurement shall be given on No. basis.
ItemNo.14 :- Cutting of existing pipelines of following diameters including carting of
nece. specials from AMC store to site and from site to AMC store
(recoveredmaterials) nace. labours for excavation, jodan & backfilling fitter,
supervisor,etc. complete. Rate also includes electric cutter, dewatering pump fuel
andtransportation of machineries, chain pulley block if requires working at
aninstructed specific time of day or night etc. complete. (As perprevious tender
The measurement shall be given on No. basis.
ItemNo.15 :- Supplying, labour for excavation of all types of soil at any depth including
excavation of asphalt pavement of any thickness, demolition of brick work in
CM of any proportion including stacking of serviceable materials and disposal of
unserviceablematerial etc. comp. as directed.
The measurement shall be given on Day/No. basis.
ItemNo.16 :- Dewatering by pumping set of required capacity including temporary
platform carting pumping at site and fixing the same in position including all
accessories, and fuel and labour etc. Complete (A) Pump set of Capacity
(GWSSB SOR 22-23 Section 2E-miscellaneous Item no. 1)
The measurement shall be given on HP/Hr. basis.
ItemNo.17 :- Providing & Supplying JCB Machine on rental basis in case of emergency situation
and break down type work & also during unavoidable condition as per instruction of
engg.incharge , rate includes all nece. shifting, fuel andoperating charges and
stacking of useful & non-useful materials separately up to store. (No payment should
be allowed for non working condition of machinery and for pipe line excavation and
The measurement shall be given on Hour. basis.
ItemNo.18 :- Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work
on site by using Operator, fuel, power Supply etc. Complete as Directed. Supplying
Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by
using Operator, fuel, power Supply etc. Complete as Directed. (No payment should
be allowed for non working condition of machinery and for pipe line excavation and
M.H. work.Allowed only for break down work)
The measurement shall be given on Hour. basis.
ItemNo.19 :- Excavation for trial pit for location of existing line including excavation of any
depth including refilling, watering etc. Comp (As per previous tender Rates)
The measurement shall be given on No. basis.
ItemNo.20 :- Labour charges for doing washout of water pipe line at end including necessary
excavation of pit, allowing the water to flow for 15 minutes twice or thrice as per site
condition during supply hour, dewatering the pit and plugging with existing
wooden butch and refilling the pit .etc. comp .as per instruction (As per previous
The measurement shall be given on No. basis.
ItemNo.21 :- P/S OF good quality of rubber rings for following dia meter. (As per previous tender
The measurement shall be given on No. basis.
ItemNo.22 :- Supplying wooden taper butches from jungle wood (Like limda, ambo) Etc. comp.
(As per previous tender Rates)
A 15 Mm dia. to 20 MM dia.
B 25 Mm dia. to 37 MM dia.
D 80 mm dia to 100 mm dia line
The measurement shall be given on No. basis.
ItemNo.23 :- Labour charges for repairing of sluice valve / reflux valve including
materials, labours and testing etc., complete (B)Replacing of Glan packing only
(GWSSB SOR-22-23)
The measurement shall be given on No. basis.
ItemNo.24 :- Fixing of valve Road box incl .locating valve, nece. excavation, tem also inclues
cartring form AMC store to site. Etc.Comp. as directed (As per previous ARC tender
The measurement shall be given on No. basis.
ItemNo.25 :- 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)
A PRODUCTION & SUPPLY OF WMM
B LAYING OF WMM
The measurement shall be given on CMt. basis.
ItemNo.26 :- Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu.
Driver (GWSSB SOR -22-23 Section 2E-Miscellenous Item no. 7)
The measurement shall be given on DAY basis.
ItemNo.27 :- 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 temporary sufficient nos of lighting arrangement 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) (As per previous ARC
The measurement shall be given on RMt basis.
ItemNo.28 :- Reinstatement of Asphalt road/any kind of paving/flooring using the same material.
(As per previous ARC tender rates)
The measurement shall be given on Smt basis.
ItemNo.29 :- Providing and laying cement concrete work 1:2:4 (1-Cement : 2-Coarse sand :4-
graded stone aggregates 20mm nominal size) and curing complete excluding cost of
form work and reinforcement for reinforced concrete work in (B) Slabs, landing,
shelves, Balconis, Lintels, Beams, Girder sand Cantilever up to floor two level.
The measurement shall be given on CMt basis.
ItemNo.30 :- Providing form work of ordinary timber planking so as to give a rough finish
including centering shuttering strutting and propping etc. Height of propping and
centering below supporting floor to ceiling not exceeding 4M. and removal of the
same for in situ reinforced concrete and plain concrete work in. (B) Flat surfaces
such as soffits of suspended floors slabs Landing sand the like. (1) Floors etc. upto
200 mm in thickness. (upto 10 ton)
The measurement shall be given on SMt basis.
ItemNo.31 :- Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 hand broken
stone aggregates 40 mm nominal size) and curing complete excluding cost of form
work in Foundation and plinth
The measurement shall be given on CMt basis.
ItemNo.32 :- Brick work using common burnt clay building bricks having crushing strength not
less than 35 kg/Sq. cm. in foundations and plinth in cement mortar 1:6 (1 cement :
fine sand) (a) in foundation & Plinth
The measurement shall be given on CMt basis
ItemNo.33 :- Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of single
or half brick walls for interior plastering upto floor two level and finished even and
smooth in (i) Cement mortar1:4 (1-cement:4-sand)
The measurement shall be given on SMt basis
ItemNo.34 :- Excavation for foundation up to 1.5 mt. depth including sorting out stackingof useful
material & disposing of excavated stuff up to 50 mt. lead loose orsoft soil
The measurement shall be given on CMt basis
ItemNo.35 :- Conveyance charge of earth ,lime,murrum, building rubbish,manual garbage, sludge,
excavated rock ,fly ash, aggregate of any kind etc. comp.up to 5.0 Km. lead
The measurement shall be given on CMt basis
ItemNo.36 :- Providing & Supplying Hitachi Machine-110 capacity on rental basis in case of
emergency situation and break down type work & also during unavoidable condition
as per instruction of engg. incharge, rate includes allnece. shifting, fuel and operating
charges . (No payment should be allowed for non working condition of machinery )
The measurement shall be given on Hr.basis
ItemNo.37 :- P/F. to wall ceiling and floor galvanized mild steel tubes (Medium grade) of the
following nominal bore, tube fittings and clamps incl. making good the wall, ceiling
and floor. (At any floor level)
The measurement shall be given on Rmt basis
ItemNo.38 :- Job work for checking water pressure on exiting line as per instruction of engg in
charge. Rate includes excavation of trial pit, making hole of 15 mm dia, fixing UPVC
pipe up to 1.5 mt height, fixing pressure gauge. After gauging, fixing pukka butch
followed by pecking & compacting the filled up soil etc completed as directed by engg
The measurement shall be given on No.basis
ItemNo.39 :- Providing , Supplying and using size 15 to 50 mm dia. Pvc mm Pipe line Up To
Mtr.Length.With Matirials like Pipe, Coupler, Union, Elbow, TEE, End-Cap, Band,
F.T, M.T, Tailpiece, Reducer, M-Seal, Solution, Excavation per day per ward
including Labor and Fitter To PreventLeakage etc.As per instuction of Engineer
incharge.Excavation. including Labor and Fitter.
The measurement shall be given on No.basis
ItemNo.40 :- Providing , Supplying and using Of up to 50 mm To 75 mm dia.Pve Pipe line For
Braking Connection Up to 1Mtr Length With Matirials like Pipe, Coupler, Union,
Elbow, TEE, End-Cap, Band F.T, M.T, Tailpiece, Reducer, M-Seal, Solution,
Excavation per day per ward including Labor and Fitter To Prevent Leakage etc.As
per instuction of Engineer incharge. Excavation. including Labor and Fitter.
The measurement shall be given on No.basis
ItemNo.41 :- Labour charge for cutting of existing P.V.C. pipeline for making branch connection &
existing P.V.C. tee, collar and other specials like topper etc. if required. The item
including excavation dewatering of trenches and pipe line, cutting of existing
pipeline, including carting of pipe & surplus earth upto 50mt. lead etc. comp the
work is to be completed in stipulated time limit without interruption of regular water
supply. The rate include all necessary precautionary measures to prevent any lane
slide in trench and P/F safety grad board on road slide. The joint should be made
water tight slide. The joint should be made water tight and leak free etc complete as
instruction given by engg in charge.
(A ) 90 mm dia. To 150 mm dia. Line
( B ) 160 mm dia. To 200 mm dia.
( C ) More then 200 mm & up to 300 mm dia
The measurement shall be given on No.basis
ItemNo.42 :- providing ,supplying and fixing pvc TEE including labour cost for leakage.6 Kg. cm2
instruction of engg. In charge
The measurement shall be given on No.basis
ItemNo.43 :- providing ,supplying and fixing with labour cost L-bow for leakage. PVC 6 Kg. cm2
instruction of engg. In charge
The measurement shall be given on No.basis
ItemNo.44 :- Providing, Supp and fixing with labour cost. Endcap for leakage. PVC 6 Kg. cm2
instruction of engg. In charge
The measurement shall be given on No.basis
ItemNo.45 :- providing, supplying and fixing with labour cost. Band for leakage. PVC 6 Kg. cm2
instruction of engg. In charge
The measurement shall be given on No.basis
ItemNo.46 :- Providing, supplying and fixing with labour cost. Reducer for leakage. PVC 6 Kg.
cm2 instruction of engg. In charge
The measurement shall be given on No.basis
ItemNo.47 :- Providing, supplying & fixing to wall ceiling and floor 6.0 kg. F/Cm2 working
pressure polythelene pipes of the following outside dia. Low density. Complete with
special flange empression type fittings. Wall clips etc. incl. making good the wall
ceilling and floor.
The measurement shall be given on Rmt.basis
ItemNo.48 :- Provdg. & fixing C.P. Brass screw down bib taps of following size
The measurement shall be given on No.basis
ItemNo.49 :- Supplying Potable Water Tanker attached with motorpump to be filled from near by
Privete vendor Boe waell station And Supplay to AMC . with 30 meter Delivery Pipe.
The tanker should be supplied as & where reuired & when order placed by Engineer
In - Charge The rate includes the fuel charge, driver's charge etc.complete.
The measurement shall be given on TRip.basis
ItemNo.50 :- Providing bedding including ramming, watering , levelling, consolidating etc
complete as per standards and instruction of engineer in charge.
a) As above with selected excavated earth available near site
b) As above with murrum brought from outside including all lead
c) As above with required quality sand brought from outside
including all lead
The measurement shall be given on Cmt.basis
I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER
STANDARD P.W.D. TECHNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE
BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.
IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE,
SPECIFICATION GIVEN BY THE ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR
THE SAME I AGREE TO ABIDE BY THEM.
CONTRACTOR'S SIGNATURE DY.CITY ENGINEER
& STAMP (South West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL CONDITION
As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions
will be applied.
Seal and Signature of the Bidder DY. City Engineer
Date: (South West Zone)
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