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Tender Value
₹30.0 L
EMD Value
₹30,000
Closing Date
30 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Dy.Minicipal Commissioner - West Zone
Labour work for laying DI water pipe line , Resovle low water pressure complain , Leakages repairing work at different t.p. roads , DI Water pipe line network upgradation work , Resolve Water pollution complain at bhatta area , anandnagar area , narayan nagar area , vikasgruh road area , bhimnath road area , vasantkunj area , pritamnagar road area , hira baag crossing area , bhudarpura road area , madalpur area and different places , also supply bore operator, and laying water pipe line under MP shree , MLA shree , Councillor shree and any other budget and all water pipe line related work in Paldi ward in West zone . (ARC) (RE INVITE)
296721
9/25-26 (T.N.45)
Open
Civil Works - Others
Ahmedabad
4 documents required · 0 mandatory · 4 optional
₹1,500
Municipal Commissioner, Ahmedabad
₹30,000
15 Apr 2026
15 Apr 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
1. Name of Work :- vasantkunj area , pritamnagar road area , hira baag crossing
area , bhudarpura road area , madalpur area and different
places , also supply bore operator, and laying water pipe line
under MP shree , MLA shree , Councillor shree and any other
budget and all water pipe line related work in Paldi ward in
West zone . (ARC) (RE INVITE)
Rs.29,99,996.42/-(exclusive of GST). GST will be paid extra
2. Tender Estimated Cost :-
by AMC/Authority at prevailing rate to the contractor.
1% of the Tender Cost in the form (Rs.30,000)
3. Earnest Money :-
(D.D./Pay Order / Local Micr Check/B.G.)
4 Tender Fee Rs : Demand Draft of Rs.1500.00
6. Time-Limit : 12 months
7. Validity Period : 120 Days
(i) Last Date of Submission of the :
: a) In Sealed cover in duplicate copies by
Registered Post A.D, or by Courier.or hand
(ii) Mode of Sending delivery
b) Tender sent by ordinary post will be rejected out
(iii) Description essential to be :
a) Name of work, Tender Notice No. & Tender No.
made on sealed cover b) Date of receiving tender by Corporations.
(iv) Mode of quoting rates in :
The Price bid shall be submitted online only.
Schedule of Quantities and Rates It shall not be submitted Physically.
9. Date of Opening : Dt..01.05.2026 , 15:00 hrs
: Submission of EMD. Tender fee and other Documents
Place of Submission & Opening during office hours: On Dt..01.05.2026 , 12:00 hrs
10. pm West Zone, 2nd Floor, A.M. Office, Dr. Ramanbhai
Patel Bhavan, Usmanpura.Ahmedabad Municipal
Corporation, W.Z. Office, Ahmedabad-380013.
(1) Rs.1000/- per day (for tenders amounting upto
Lakhs), (2) Rs.2500 per day (for tenders amounting
Penalty Due to Delay of work above 10 Lakhs and upto 30 Lakhs), (3) Rs.5000 per
day (for all tenders amounting
above 30 Lakhs) but not more then 10% of bill
The contractor shall be responsible to make good and remedy
at his own expense any defect which may develop or may be
12. Defect Liability :
noticed before the period mentioned hereunder from the
certified date of completion, The within 15 days of receipt of
the notice. In the case of failure on the part of the contractor,
the Engineer-in-charge may rectify or remove or re-execute
the work at the risk & cost of the contractor. The Engineer-in-
charge shall be entitled to appropriate the whole or any part of
the amount of security deposit towards the expenses, if any,
Incurred by him in rectification, removal or re-execution. The
Defects Liability period shall be as under(a) for all works
costing upto Rs. 50,000 ( amount put to tender), the period
shall be 3 months from the certified date of completion.
(b) for all works costing more than Rs. 50,000 and upto Rs.
crore (amount put tender), the period shall be 6 months from
the certified date of completion or one monsoon, whichever is
(c) for major projects costing more than Rs. 1 crore, the period
shall be 12 months from the certified date of completion
which should include one monsoon.
(d) For building works, the period specified in (a), (b) or
(c) above OR elapse of monsoon period following the
certified date of completion, whichever is later. For the
purpose of deciding the monsoon period, the 30th
September may be treated as the last date.
Whenever a work is allotted by Engineering staff,
whether minor or major of part thereof of any amount,
the contractor shall be bound to start the works within
48 hours of intimation of work. Communication done
telephonically via SMS, Via Whatsapp and through
letter / E-mail shall be considered legal and binding for
the same. Failure of comply to start the works in
Time permitted to start parts hours of intimation as above by contractor the
of work contractor shall be levied penalty of (1) Rs.1000/- per
day (for tenders amounting upto 10 Lakhs), (2) Rs.2500
per day (for tenders amounting above 10 Lakhs and
upto 30 Lakhs), (3) Rs.5000 per day (for all tenders
amounting above 30 Lakhs). Three times failures by
contractor shall make contractor responsible to be
black listed unless and otherwise justified properly in
writing / binding within 15 days of last notice of penalty.
Register “E-1” class in PWD in Govt. R&B/CPWD/AMC or
equivalent register with any other state Govt. or institutions.
14 Required registration:-
If successful bidder is not registered with AMC, they will
have to register before submitting his Running Bill No.
15 GST ftuLx[t¾xhlu «J<obtl GST yjd&e åþfJJtbtk ytJNu
Contractor's Sign Depty .C.E.
Mobil No:- (west zone)
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
Name of work : Labour work for laying DI water pipe line , Resovle low water pressure complain , Leakages
repairing work at different t.p. roads , DI Water pipe line network upgradation work , Resolve Water pollution
complain at bhatta area , anandnagar area , narayan nagar area , vikasgruh road area , bhimnath road area
vasantkunj area , pritamnagar road area , hira baag crossing area , bhudarpura road area , madalpur area and
different places , also supply bore operator, and laying water pipe line under MP shree , MLA shree
Councillor shree and any other budget and all water pipe line related work in Paldi ward in West zone . (ARC)
SR. No ITEM QTY RATE PER AMOUNT
1 Providing FoR Cost of Materials & supplying at
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 I.code
C Lead (AMC central Stroe i.code 18910001 rate
D Jute (Spun Yarn) (AMC central Store i.code
E Nut Bolt (AMC central Store i.code
rate as on dated21.02.2023) 50.00 43.67 K.G
F MS Plate (as per building SOR) 50.00 63.35 K.G
G MS pipe /piece 50.00 75.00 K.G
H MS Ring flange 50.00 125.00 K.G
I MS Blank flange 50.00 98.21 K.G
J Rubber Gasket 50.00 71.43 K.G
2 Providing & supplying For Welding Joints 0.00
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
AsDirected. 8 Hrs Shift. 5.00 2800.00 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 5.00 1205.00 NO
F Oxygen bottle 5.00 246.00 NO
G Rent of Tools & Other Charges 5.00 446.00 SHIFT
H Rent of Chain pulley block & Tripod 5.00 446.00 SHIFT
3 Providing For Masonry & RCC Work
C M-Seal 100 gm pack 5.00 26.79 NO
D Cement bag (As per building SOR I.code M143) 5.00 323.00 BAG
E Grit- Aggregates (As per building SOR I.code 5.00 330.00 CMT
F Kapachi Aggregates (As per building SOR I.code
G Sand (As per building SOR I.code M209) 5.00 179.00 CMT
H Brick (As per building SOR I.code M166) 1500.00 3.57 NO
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-
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)
6 Providing, supplying and fixing check nut for
sluice valve. C.I./M.S./G.M. or Brass. Instruction
of engg. In charge
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.
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 )
A 15 mm (I.code no. 23061) 100.00 75.78 RMT
B 25 mm (I.code no. 23062) 100.00 95.79 RMT
C 32 mm (I.code no.23063) 25.00 124.29 RMT
D 40 mm (I.code no. 23064) 50.00 154.59 RMT
E 50 mm (I.code no. 23065) 50.00 204.12 RMT
F 110mm (I.code no. 23067) 10.00 492.19 RMT
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 22-23)
a up to 0.20 meter thickness (By Manual) 200.00 71.10 SMT
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. 100.00 177.76 SMT
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. 100.00 311.08 SMT
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
F 2.0" dia on CI/DI Pipe up to300mm dia. 8.00 2679.00 NO
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
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 (As per previous tender
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)
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. complete.
(As perprevious tender Rates)
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(r&b sor 2023-
Mazdoor(Female) at day/night(r&b sor 2023-
24,sr.no.1050,code no.L021) 10.00 450.00 No
Fitter/makadam/supervisor at day/night(r&b sor
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) 500.00 18.32 HP/Hr.
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 laying
work) 64.00 535.71 Hour
Supplying Pneumatic Breaker Machine for RCC
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) 56.00 535.71 Hour
19 Excavation for trial pit for location of existing
line including excavation of any depth
including refilling, watering etc. Comp 90.00 290.00 NO
(As per previous tender Rates)
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 tender
Rates) 90.00 670.00 NO
21 P/S OF good quality of rubber rings for following
dia meter. (Asper previous tender Rates)
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. 250.00 13.00 NO
B 25 Mm dia. to 37 MM dia. 200.00 18.00 NO
D 80 mm dia to 100 mm dia line 50.00 313.00 NO
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)
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 rates) 25.00 446.00 NO
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
A PRODUCTION & SUPPLY OF WMM 50.00 1708.13 CMT
B LAYING OF WMM 50.00 31.25 CMT
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) 30.00 2104.09 DAY
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 tender rates) 100.00 80.00 RMT
28 Reinstatement of Asphalt road/any kind of
paving/flooring using the same material. (As per
previous ARC tender rates) 100.00 103.57 Smt
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. 5.00 3021.43 cmt
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
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 5.00 2008.04 cmt
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) 0.00
(a) in foundation & Plinth 15.00 2498.21 cmt
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) 100.00 88.21 smt
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 100.00 60.00 Cmt
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 125.00 125.33 Cmt
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 ) 32.00 1785.71 Hr.
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 exiting
line as per instruction of engg in charge. Rate
includes excavation of trial pit, making hole of
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 , in
charge. 50.00 598.21 No
Providing , Supplying and using size 15 to 50 mm
dia. Pvc mm Pipe line Up To 1 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. 100.00 334.82 No
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. 70.00 379.46 No
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 25.00 312.50 No
( B ) 160 mm dia. To 200 mm dia. 25.00 446.43 No
( C ) More then 200 mm & up to 300 mm dia 20.00 535.71 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
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.
48 Provdg. & fixing C.P. Brass screw down bib taps of
(II) 20mm dia 10.00 211.61 No
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. 300.00 312.50 Trip
Providing bedding including ramming, watering
levelling, consolidating etc complete as per
standards and instruction of engineer in
charge.(GWSSB SOR-2022-23, page no:32,
section: 1& 2 B labour, Item no:3)
a) As above with selected excavated earth available
near site 15.00 60.00 cmt
b) As above with murrum brought from outside
including all lead 15.00 176.00 cmt
c) As above with required quality sand brought from
outside including all lead 10.00 329.00 cmt
Providing chhota hathi or equivalent for 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 ) 30.00 1650.00 nos
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 &
refilling.SOR - (Jan. 2016) Rates for Labour work
for water pipe line
A 80 mm dia 50.00 71.00 Rmt
B 100 mm dia 50.00 72.00 Rmt
C 150 mm dia 50.00 87.00 Rmt
D 200 mm dia 50.00 105.00 Rmt
E 250 mm dia 50.00 127.00 Rmt
F 300 mm dia 50.00 153.00 Rmt
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. SOR - (Jan. 2016) Rates for
Labour work for water pipe line
A 80 mm dia 50.00 71.00 Rmt
B 100 mm dia 50.00 72.00 Rmt
C 150 mm dia 50.00 87.00 Rmt
D 200 mm dia 50.00 105.00 Rmt
E 250 mm dia 50.00 126.00 Rmt
F 300 mm dia 50.00 136.00 Rmt
CONTRACTOR'S SIGNATURE Depty. CITY ENGINEER
& STAMP (West Zone)
AHMEDABAD MUNICIPAL CORPORATION
Invitation for Bid (IFB)
1. The AHMEDABAD MUNICIPAL CORPORATION, (Here in after called “the Employer”)
invites sealed Tender document from reputed and qualified bidders for the construction of
Works detailed in the Table below:-
Sr. No. Name of Works Approximate Bid Security Completion
value of works (Rs.) Period
1 Labour work for laying DI water pipe line
, Resovle low water pressure complain
Leakages repairing work at different t.p.
roads , DI Water pipe line network
upgradation work , Resolve Water
pollution complain at bhatta area
anandnagar area , narayan nagar area
vikasgruh road area , bhimnath road area
vasantkunj area , pritamnagar road area , 29,99,996.42 30,000.00 12 months
hira baag crossing area , bhudarpura road
area , madalpur area and different places
also supply bore operator, and laying
water pipe line under MP shree , MLA
shree , Councillor shree and any other
budget and all water pipe line related
work in Paldi ward in West zone .
(ARC) (RE INVITE)
2. Tender (a complete set of bidding document) fee shall be Rs.900/- in the form of Demand
Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER,
Ahmedabad, payable at Ahmedabad, which shall be non refundable. The fees shall be paid
at the time of submitting the tender.
3. Interested bidders shall download the tender documents from AMC’s website
www.tender.nprocure.com. up to Dt.30.04.2026 up to 12.00 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).
5. All Bids must be delivered to Assistant Manager "West Zone, Zonal Office", Dr. Ramanbhai
Patel Bhavan, Usmanpura, Ahmedabad. Not later than 12.00 hrs on Dt. 30.04.2026
Seal and Signature of the Bidder Depty. City Engineer
As per account department(A.M.C.) circular no. 10 Dt.05/08/2024 Bank guarantee of said
work must be of Ahmedabad city branch, which mentioned as bellow.
(A) Guarantee issued by following bankswill be accepted as SD/EMD on permanentbasis.
(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.
(2) Private Sector Banks authorized by RBI to undertake State Government
Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)
(B) Guarantees issued by following Banks will be accepted as SD/EMD for the period up
(1) Commercial Banks :
1) A U SMALL FINANCE BANK
3) BANDHAN BANK
4) CITY UNION BANK
6) DBS BANK INDIA LIMITED
8) EQUITAS SMALL FINANCE BANK
9) FEDERAL BANK
15) IDFC FIRST BANK
16) INDUSLND BANK
17) JANA SMALL FINANCE BANK
18) KARNATAKA BANK
19) KARUR VYSYA BANK
20) KOTAK MAHINDRA BANK
21) SOUTH INDIAN BANK
22) TAMILNADU MERCANTILE BANK
23) UTKARSH SMALL FINANCE BANK
(2) Co-Operative Banks of Gujarat
1) The Ahmedabad Mercantile Co –Oparative bank limited
2) Kalupur commercial Co-operative Bank limited
3) Nutan Nagrik Sahakari Bank limited
4) Saraswt Co-operative Bank
5) SVC Co-operative Bank
6) THE Cosmos Co-operative Bank
7) Baroda Gramin Bank
8) Saurashtra Gramin Bank
9) THE Gujarat State Co-operative Bank
10) The Mehsana Urban Co-Operative Bank Ltd.
11) The surat district Co-operative Bank
12) The surat peoples Co-operative Bank
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
DETAILS OF BANK ACCOUT
1 Contractor's name
3 Telephone/ mobile no.
4 Permanent account no. (PAN
5 Name of the bank
6 Branch name and address
11 Contractor/ supplier's
signature and stamp
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL CONDITION
1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.
2. Contractor shall register the work to labour commissioner as per labour act.
3. Contractor shall not sub-let the work without permission of the authority
4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at
different sites simultaneously. Contractor's having labour force available during festivals shall
only apply. Contractor can not stop the work due to on availably of labour force. In case progress
is delayed, contractor shall be penalized 0.1% of Tender amount per day for work done after time
limit, maximum up to 10% for remaining work.
5. Bitumen rate difference will be paid as per tender conditions, if applicable.
6. Advance payment / machinery advance will not be paid.
7. Payment of running bill will be made as per recent A.M.C. policy in force.
8. No extra payment will be made due to increase of central / state Govt. Taxes.
9. If the work is not completed within time limit the penalty will be recovered from immediate bills
of contractors.
10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then
contractor shall not claim for any extra rate for non execution of such item, partly/fully.
11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved"
by the Engineer-in-charge.
12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to
mean as a reference to the latest edition of the same in force on the date of agreement.
13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of
specific mention of a particular point or aspect, the provisions on these particular points, or
aspects in the relevant Indian Standards shall be referred to.
14. All measurements and computations, unless otherwise specified, shall be carried out nearest to
the following limits:
(i) Length, width and depth (height)------- 0.01 Meter.
(ii) Areas -----0.01 Sq. Mt.
(iii) Cubic Contents ------0.01 Cu.Mt.
15. The distance, which constitutes lead, shall be determined along the shortest practical route and
not necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall
be taken as final.
16. Where no lead is specified, it shall mean "all leads"
17. Lift shall be measured from plinth level.
18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,
specifications shall be deemed to be included there in.
19. Reference to specifications of materials as made in the detailed specification of the items of work
is in the form of a designation containing the number of the specification of the material and
prefix 'M' e.g. 'M-5'.
20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve
the contractor from the responsibility of replacing defective material brought on site or materials
used in the work found defective at a later date.
21. The contract rate of the item of work shall be for the work completed in all respects.
22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.
23. Collection of approved materials shall be done at site of work in a systematic manner. Materials
shall be stone at site of work in a systematic manner. Materials shall be stored in such a manner
as to prevent damage, deterioration or intrusion of foreign matter and to-ensure the preservation
of their quality and fitness for the work.
24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from
the site of work within 24 hours.
25. No materials shall be stored prior to, during and after execution shall be kept in sufficient
numbers and in good working condition on the site of the work.
26. All works shall be carried out in work man like manners per the best techniques for the particular
27. All tools, templates, machinery and equipment for correct execution of the work as well as for
checking lines, levels, alignment of the works during execution shall be kept in sufficient numbers
and in good working condition on the site of the work.
28. The mode, procedure and manner of execution shall be such that it does not cause damage or
over loading of the various components of the structure during execution or after completion of
29. All necessary safety measures and precaution (including those laid down in the various relevant
Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the
works as also of the work itself.
30. The testing charges of all materials shall be borne by the Contractor unless recovery at one
percent towards testing charges is separately made.
INSTRUCTION TO TENDERERS
TENDER VALIDITY PERIOD:
The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days
(120) from opening of price bids.
SECURITY DEPOSIT
Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish
to the Corporation Security Deposit of 3% (Three percent) of the contract price cheque or Bank
Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.
CONTRACTOR'S SIGNATURE Depty.CITY ENGINEER
& STAMP (West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL SPECIFICATION
(1) The work sha ll be com pleted w ithin 12 Mont h.
(2) The co ntractor shall be remain responsi bl e for Workmen’s compensat ion if any whe n
such ca se occurs. The contractor shall a rra nge formed iampasant nig ht and fencing and
pagi a nd shall be responsible for any damage o f life and l imb or pro perty if any happe n,
dur ing the execution of work. In c ase of di spute for unsee n or overlooked items the
decisio n of the city Engineer shall be final. The contractor sha ll have to give site clea n
of all r ubbish on com pletion of work and h ave over the building with final fi nishi ng of
the work as directed. All the rejected materials shall be remo ved from site within 2
hours by contra ctor at this rsk a nd co st .
(3) Fo r mixi ng morta r either for masonry or for pla ster or for any other purpose contra ctor
shall have to prepa re through of bigger size and mix t he mortar in t he re quired
proportio n. In on ca se he shal l be al lowed to mix the morta r ei ther on floor or any
finishe d surface s.
(4) The cont ractor sha ll have to make his own a rrangem ent for water required for the work
and sha ll pay the wate r charges a s per w ater m eter.
(5) If any extr a item crops up dur ing the progr ess of work the sam e shal l be ca rrie d out by
the contractor a nd he shal l be paid at the rate fixed by C.E. as per the rate analysis
based o n current ma rk et rates.
(6) If in t he interest of t he Corporation it is necessary to change either a ny site or the
design of t he propose wo rk the contr actor shall carry out the sam e at his quoted r ates
without charges any e xtra and the contract or will have to carry out the works and he
will be paid at t he ra te quoted by him and no claim for extra for subse que nt cha nges
may be enterta ine d.
(7) Retetion money at the rate of 2% shall be deducte d from every runn ing bi ll of the
contractor and wh ich will be pai d at the tim e of final bill, fo r works costing More tha n
Rs. 10-00 lak hs.
(8) The tender for the wo rk sha ll rem ain ope n for a period (120) days from the date o f
openin g of the tende rs for this work a nd that t he te nde rer sha ll not be a llowed to
withdraw on m odify t he offer on his own duri ng t he per iod. If a ny tende rer withdr aw
or m akes any m odifications (s) or addition (s) in the term s and conditions of his tende r
not acceptable to the Municipa l Corpora tio n the Munici pa l Corporation shall without
prej udice to any right or rem edy be at l iber ty to forfeit in full t he said ear nest m oney
(9) As pe r Circular No . M CR 2176 (96) 2418 (ii) GHH dated 31-03-77 i ssued by Go vernm ent
of Guj arat contra ctors are requested to produce t hei r qua rry m at erials for co nstr uctio n
work through le gal so urces. i .e. only form the qua rry lease hold ers, permit holde r or
middle ma n who sat isfies the contractor as to the legality of the source of purchase by
him o n these mate rials.
(10) Contracto r has to make his own a rra ngement fo r proc urement of steel and cem ent.
(11) Conditional tender wil l not be accepte d.
(12) All te nder s are to be submitte d i n duplicate without which the
(13) tenders are lia ble to be rejected.
(14) Condition of form B1 Standard Specification of mat erial & code of practice will be
applic able. Form B1 & B2 can be is avail able on website.
Contr actor’s Signat ure Depty. City Engineer
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:- Labour work for laying DI water pipe line , Resovle low water pressure
complain , Leakages repairing work at different t.p. roads , DI Water pipe line network upgradation work
, Resolve Water pollution complain at bhatta area , anandnagar area , narayan nagar area , vikasgruh
road area , bhimnath road area , vasantkunj area , pritamnagar road area , hira baag crossing area
bhudarpura road area , madalpur area and different places , also supply bore operator, and laying water
pipe line under MP shree , MLA shree , Councillor shree and any other budget and all water pipe line
related work in Paldi ward in West zone . (ARC) (RE INVITE)
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 dated21.02.2023)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 AsDirected. 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- 22 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 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(r&b sor 2023-24,sr.no.1051,code no.L022)
B Mazdoor(Female) at day/night(r&b sor 2023-24,sr.no.1050,code no.L021)
c Fitter/makadam/supervisor at day/night(r&b sor 2023-24,sr.no.1043,code no.L014)
The measurement shall be given on 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
ItemNo.51 :- Providing chhota hathi or equivalent for 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 )
The measurement shall be given on Shift basis
ItemNo.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 & refilling.SOR - (Jan. 2016) Rates for Labour work for water pipe
The measurement shall be given on Rmt basis
ItemNo.53 :- Removing & relaying of existing CI/DI pipe line & Specials, Cleaning ofpipe & Specials from
Inside, including excavation, refilling etc. comp. in line& level with any type of joints as per instruction of engg.
in charge. SOR - (Jan. 2016) Rates for Labour work for water pipe line.
The measurement shall be given on Rmt 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.
This Specification covers the requirements for collecting from Municipal Stores or
contractor’s stack yard transportation of cast to work sites laying, jointing and field testing of cast
iron pipes and fittings for the water distribution Network.
And All type ON SITE Material responsibility only Labour contractor.
APPLICABLE CODES :
Various operations such as transport to work sites lowering in trenches laying jointing and
field testing of cast iron pipes and fittings shall comply with all currently applicable standards. In
all cases the latest revision of the standards shall be referred to. If requirements of this
specification conflict with the requirements of the standards this specification shall grove.
(a) IS: 638 Specification for sheet rubber jointing and rubber inserting jointing.
(b) IS: 782 Specification for caulking lead.
(c) IS: 1538 Specification for cast ion fittings for Pressure pipes for water gas and sewage.
(d) IS: 3114 Code of practice for laying of cast-iron.
(e) IS: 3400 Methods of test for vulcanized rubber (Parts to 20)
(f) IS: 5382 Specification for rubber sealing ring for Gas mains water and sewers.
(g) IS: 6587 Specification for spun /yarn.
CARTING AND HANDLING:
Cast iron pipes fittings (specials) and valves with tail pieces shall be transported from the
Municipal Stores or contractor’s stack yard to the work sites at places along the alignment of
pipeline as directed by Owner /Engineer. The Contractor shall be responsible for the safety of
pipes fitting and vales with tail pieces in transit loading/unloading. Every care shall be exercised in
handling pipes and fittings to avoid damage. While unloading the pipes and fittings shall with
steadying ropes of by any other means. Padding shall be provided between coated pipes fittings
and skids to avoid damage to the coating Suitable gape between pipes should be lift at intervals in
order to permit access from one side to the other. In case of spigot socket pipes care should be
taken regarding orientations pipes while unloading. As far as possible pipes shall be ulna added
on one side of the stretch only. The pipes shall be checked for any visible damage (such as broken
edges cracking or spelling of pipe) while undo adding and shall be sorted out for reclamation any
pipe which shows sufficient damage to preclude it from being used shall be discarded shall be
prohibited. Necessary warning boards and lamps should be provided in front and side of pipes to
avoid any accident. Pipes should be stacked with sufficient packing to prevent rolling of the same.
Contractor will be fully responsible for any accident due to pipes or other materials stacked on
site of yard. Contractor will be fully responsible for any legal formalities arising due to such
accident and all legal charges there of shall be paid by contractor of will be recovered from his
running bill of the same or other AMC works.
Each stack of pipes shall contain only pipes of same class and size, with consignment or
batch number marked on it with particulars of supplies wherever possible storage shall be done
on film level and clean ground and wedges shall be provided at the bottom layer to keep the
stack stable. The stack shall be in pyramid shape or the laid length wise and crosswise in altimeter
layers. The pyramid stack shall be made for smaller diameter pipes for conserving space in storing
them. The height of the stock shall not exceed 1.5m. Fitting and sluice valves with tail pieces shall
be stacked under cover and separated from pipes. Rubber rings shall be stored in clean cool store
away from windows boiler electrical equipment and petrol oils or other chemicals Particularly in
the field where the rubber nods are being used it is desirable that they are left out on the ground
in the sun or overmuch under heavy frost of snow conditions.
The Contractor shall visit the before tendering and get himself acquainted site condition
and the regulations regarding the laying of pipes in congested areas heavy traffics areas etc. The
successful bidder shall take the necessary permission and clearance of all the authorities like
department of ads traffic water supply and the drainage electricity broad telephone comp any
etc. Wherever necessary.
Road reinstatement shall not be included in back filling unless specified.
To protect person from injury and to avoid damage to property adequate barricades
construction signs red lanterns and guards as required shall be placed and main lined during the
progress of the construction work and unit it is safe for the traffics to use the roadways. The
relevant Indian standards and the rules and regulations of the local authorities in regarded to
safety provisions shall be observed.
General lighting for works site, warning lights, sign boards, fencing etc. shall be provided
by contractor at his own cost.
Suitable fencing shall be provided along the sides of trenches and pits. The post of the
fencing shall be of timber securely fixed in the ground not more then 3m.apart and they shall be
less than 75 mm in diameter of less than 1.2 m above the surface of the ground. There shall be
two rails. One near the top of the post and the other about 450 mm. Above the ground and each
shall be from 50mm to 70mm in diameter and sufficiently long to run from post to post which
they shall be bound with strong rope. The method of projecting rails beyond the posts and tying
them together where they meet will not be allowed on any account. All along the edges of the
excavated trenches a bank of earth about 1.2. m high shall be formed as required by the
Owner/Engineer for further protection. The above work shall not be paid for separately and the
contractor shall take into account the costs of such works and quote accordingly.
Whole work shall done within 24 hrs. by parts or whole work so that water supply from
AMC shall not be disturbed.
The excavation in the foundation shall be carried out in true and level and shall have the
width and depth as required and as directed. The Contractor 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 as directed. The extra depth or width shall be made up with concrete
of the same proportion as specified for the foundation concrete at the cost of the contractor. The
excavation up to any required depth shall be carried out under this item as required and directed
by engineer in charge.
Surface Excavation for Road Work :
Excavation exceeding 1.5 mm in width and 10 sq mm on plan but not exceeding 30 cm in
depth in all kinds of soil which are specified shall be as treated as surface excavation.
Excavation in trenches for service lines - Water supply and Drainage :
Excavation in trenches shall be carried out in any material encountered on the site to
enable the service lines to be laid to the lines and levels shown and as directed. Excavation shall
be made with adequate and stable side slopes or shoring strutting if necessary. The contractor
shall provide all measures to protect adjoining properties service limes etc. The contractor shall
take necessary action to keep excavation free from water.
Trenches shall be wide enough to provide sufficient space for joining and inspection. The
trench bed shall be trimmed and rammed with sprinkling of sand or murmur so that the pipes
when laid to the required levels and gradients shall be no the bottom fully supported along the
entire length of the pipe. The trench shall be deepened and widened locally to receive the sockets
and to permit the joint to be made and inspected.
Before excavation is started rails shall be erected at convenient places and at all changes
of direction and gradients at a definite and as far as practicable uniform height above the
proposed invert level of the pipes the center lime being clearly marked on each horizontal rail.
The depth of excavation and level of the pipe invert shall be checked by means of benching road
of appropriate lengths.
Disposal of the Excavated Stuff :
The excavated stuff of the selected type shall be used for filling the trenches and plinth or
leveling the ground in layers including ramming and watering etc. complete. The Contractor shall
remove the balance of the excavated from the site of work to a place as directed within a lead
unto 50mm and for all lift.
Filing of Trenches:
As soon as the work in foundation has been completed and measured the sides of
foundation shall be cleared of all dedans brick bats mortar dropping etc. and filled with earth in
layers not exceeding 15 cm Each layer shall be adequately watered rammed well and
consolidated before the succeeding layer is laid. The earth shall be rammed with iron rammers
where feasible and with the butt ends in layer of crowbars where rammer cannot be used. The
plinth shall be similarly filled with earth in layers not exceeding 15 cm adequately watered and
consolidated by ramming with iron or wooden rammers. When filling reaches finished level the
surface shall be flooded with water for at least 24 hours and allowed to dry and then rammed and
consolidated. The finished level of filing shall be kept to shape and gradient intended to receive
any floor finish. The excavated stuff of the selected type only shall be allowed to be used for
filling the trenches and plinths. Under no circumstances black cotton soil shall be used for filling
FILLING MATERIALS:
Filling materials may be either excavated stuff of selected materials brought from outside.
Excavated stuff or selected earth to be used shall be cleared of all rubbish large size stones brick
bats etc. complete and big clods shall be broken down to a size of 50 mm or less. The selected soil
and or murmur or any other materials shall be got approved before filling.
Refilling shall be done in a systematic manner by the contractor before refilling starts, the
contractor shall got checked the trenches ready for refilling.
The space between foundation masonry concrete pipe line and the sides of excavation
and/or bottom of found at ion shall be refilled to the original surface or up to plinth level with
earth or selected materials in layers of 15 cm to 20 cm each well watered and rammed.
Each layer shall be watered and compacted with heavy rammer before the upper layer is laid till
the final level is reached to form a thoroughly compacted base.
Refilling on top of pipe shall be carried out carefully with selected soft stuff out of the
excavated stuff. The refilling shall be raised about 5 cams. For subsequent settlements.
The contractor shall be responsible for any settlement during passage of time of during monsoon
and the same shall be refilled with stuff brought from the out side if necessary.
The process of refilling brunches in plinth watering ramming shall be carried out in such a
way as not to danger to pipe line for foundation footing plinth well etc. already laid or built up.
If watering is not done by contractor with its own arrange meant watering charges at 20%
of this item rate shall be deducted from the bill against this item.
The rubber ring shall be stored in a cool dark dry and dust free environment The storage
shall not be exposed to direct sunlight or any heat radiating appliance. The rings shall not be
allowed to come in contact with any fuels and shall be stored free of tension.
Rubber rings shall be clearly labeled in bundles to indicate the type of ring. The size of
pipes for which they are to be used the manufacturer’s name or trademark and the month and
the year of manufacture.
The rings shall comply with IS 5382 regarding their material finish tolerance in dimension
and physical requirement.
The rubber rings shall be such that they shall not show any signs of deterioration for any
reason during the contract period plus the defects liability period, Entire expenses associated
with correcting defects in this regard including replacement of rubber rings shall be fully borne by
the contractor.
In jointing cast iron spigot and socket pipes and fitting with tycoon flexible joints the
contractor shall take into account the manufacturer’s recommendations as to the methods and
equipment to be used in assembling the joints. In particular the contractor shall ensure that the
spigot end of the pipe to be jointed is smooth and has been properly chamfered that the rubber
ring as per IS 5382 is correctly positioned in the socket and that the two pipes are accurately in
line, before the joint is made. The rubber rings and any recommended lubricant shall be obtained
only through the pipe supplier or as directed by the Engineer.
LEAD CALCULATING JOINTS
The jointing shall be done with molten lead and spun yam. Pin lead shall be of uniform
quality clean and free from foreign materials. It shall be of uniform softness capable of being
easily caulked or driven. It shall conform to IS: 782 Spun yarn shall be of clean hemp and of good
quality. It shall conform to IS: 6587 Its quantity shall be as follows.
Quantities of spun Yarn for Different Sizes of Pipes
(Materials for single collar joints)
Nominal Internal Spun Yarn Mass
Note: Under special circumstances the Engineer-in-charge may decide the quantities of spun yarn
depending upon the site conditions. The quantity of different diameters of C.L. pipes and fittings shall
QUANTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES
Normal Size Lead/ Joint Depth of
Pipe mm Joint mm
Note: The quantities of lead given are provisional and a variation of 20 percent is
permissible either way.
Lead shall be heated in a melting pot kept in easy reach of the joint to be poured so that
the molten metal will not be chilled in being carried from the melting pot to the joint and shall be
brought to a proper temperature so that when stirred it will show a rapid change of color. Before
pouring all scum shall be removed. Each joint shall be made with
one continuous pour filling of the entire joint space with solid lead. Spongy or imperfectly
filled joints shall be bunt out and repaired.
The joint runner shall fit snugly against the face of the socket and the outside of the pipe
shall be dammed with clay to from a pouring lip to provide for filling the joint flush with the face
and to the top of the socket.
The jointed is done by first caulking in spun yam, then filling the remainder of the joint
space by running in molten lead, taking care that no dross enters the joint and then thoroughly
caulking the lead. The spun yam shall be used to center the spigot in the socket and to prevent
the flow of molten lead into the bore of the pipe.
After the lead has been run into the joint the lead shall be thoroughly caulked. Caulking of
joints shall be done after a convenient length of the pipes has been laid and leaded. The leading
ring shall first be removed and any lead outside the socket shall be removed with a flat chisel and
then joint caulked removed with a flat chisel and then the joint caulked around three times with
caulking tools of increasing thickness and hammer of 2 kg. Weight Lead run joints shall be
preferably finished 3 mm behind the socket face. The joints shall not be covered till the pipe line
has been tested under specified hydrostatic test pressure, though the rest of the pipe line should
be covered up to prevent expansion and contraction due to variation in temperature.
Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc.
in layers not exceeding 20 cams.In depth consolidating each deposited layer by ramming and
The refilling will generally refer to refilling of pipe line trenches, foundation trenches up to
plinth level or ground level with excavated stuff selected soil brought from outside.
Clearing or Trenches or Ground:
The excavated trenches for foundation or ground over which filling is to be done shall be
cleared off all grass loose stones rubbish of all kinds brick bats as well as tress roots etc.
They shall be well watered before stuff is laid.
Contr actor’s Signat ure Depty. City Engineer
ybœtJtœ BgwÂlÂmvj ftuvtuohuNl
bntldh muJtmœl - vrùb Ítul
y.Bgw.ftu. vrùb Ítul Ítulj ytuVem,
ztuo. hbKCtR vxuj CJl, WMbtlvwht, ybœtJtœ.
vrùb Ítul R xuLzh ltuxem lk.- 09/2025-26 btk ytJhe juJtguj ftbtule ÂJd<tu
1. Ft<t îtht «t&b LOI (juxh ytuV RLxebuNl) RMgw fhJtbtk ytJNu. LOI (juxh ytuV RLxebuNl) bégt
ctœ rœl-10 btk 5 % (vtka xft) juFu auf&e / rzbtLz z[tVTx / vu ytuzoh / luNljtEÍz cukf duhkxe&e zevtuÍex
Che fhthvºt fhJtltu hnuNu. <u ctœ Jfo ytuzoh RMgw fhJtbtkk ytJNu ylu Jfoytuzohle <theF&e mbg
bgtoœt NÁ &guj dKJtbt ytJNu <ub A<tk vK ftb NY fhJtbtk lrn ytJu <tu rlgbtlwmth ftgoJtne
2. Nh<e xuLzh MJefthJtbtk ytJNu lrn.
3. xuLzh Jujezexe 120 rœJm hnuNu.
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Jtk^tu jE NfNu lrn.
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<tu <ule sJtc>the vK ftuLx[t¾xhle hnuNu. CuFz ^me l vzu <ule sJtc>the vK vtujem Vhegtœbtk
ftuLx[t¾xhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk (suJt fu œtuhzwk ctk^e bsqh Ftztbtk W<thJt,
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9. yt Wvhtk< y.BGþ.ftuvtuo.lt slhj ftuLx[t¾x fLzeNl vK btLg htFJtle hnuNu. Vtubo ce-1le Nh<tu
ck^lf<to hnuNu. ftb htuz ylu rcÕz´d Ftðþk - øþsht< htßglt MvuNeVefuNl «btKu fhJtLþk hnuNu <&t
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juch yu¾x «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[t¾xh mkÃËKovKu sJtcœth hnuNu.
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22. juch JuÕVuh Vkz btxu ntjbtk htßg mhfth©eyu fhujt nwfb Bþscle hfb cejbtk&e ftve juJtbtk ytJNu.
Wvhtu¾< Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkae Au ylu blu fçËj bksqh Au.
ftuLx[tfxhle mrn <&t me¬tu yuze.mexe Rsluh (v.Ítul)
ybœtJtœ BgwÂlÂmvj ftuvtuohuNl
bntldh muJtmœl - vrùb Ítul
y.Bgw.ftu. vrùb Ítul Ítulj ytuVem,
ztuo. hbKCtR vxuj CJl, WMbtlvwht, ybœtJtœ.
yu.yth.me. xuLzh- Nh<tu
1. yu.yth.me. xuLzhbtk Jfoytuzh ytÃgt ctœ ftb NY fhJtle mbgbgtoœtbtk ftuLx[tfxh îtht ftb NY fhJtle òK fgto
ctœ 24 fjtflt ftb NY lrn fhJtbtk ytJu <tu yLg ftuLx[tfxh vtmu btfuox hux&e ftuLx[tfxhlt Faou ylu stuFbu
ftbdehe fhtJJtbtk ytJNu.
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ftb NY fhJt fnuJtbtk ytJNu ylu su ftble òK fgtolt 24 fjtfbtk NY fhJtbtk lrn ytJu ylu rlg<
mbgbgtoœtbtk vwKo fhJtbtk lrn ytJu <tu su <u ytRxblt SOR CtJ&e 1.5 dKe vulÕxe Jmwj juJtbtk ytJNu.
3. ºtK fu J^w Jth Wvh bwscle yLg ftuLx[tfxh vtmu&e ftbdehe fhtJJtle Vhs vzNu ylu/y&Jt ºtK fu J^w Jth
vulÕxe fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b m•tt Bgw.frb¹lh©elu
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour Prohibition and
Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour is
employed on the site work, the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child
labour welfare fund. If the employer refuses to deposit then action will be taken for contempt of Supreme Court Judgement
and also will be prosecuted by concerned authority. Because of the breach of any provision of child labour prohibition and
regulation Act 1986 by the Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal
Corporation shall recover the said amount from the contractor.
Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date
06--02-97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining
amount is refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)
Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and has to follow
other govt.rules.
Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be entertain
regarding QUANTITIES.
* MODIFICATION OF DOCUMENTS
Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C. The same
shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender duly signed.
These shall form a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as
may be necessary to comply with any addendum.
* ADDENDAUM/CORRIGENDUM .
Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the contract
documents. The full consideration shall be given to such addendum or corrigendum or correction before submission tender
duly filled in by the contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction
published by A.M.C through its website www.egovamc.com. Tenderes shall verify the number of addendum issued and
enclose the same with the tender documents,failing which the tender shall be liable for rejection and no any complaint in
respect to this shall be entertained under any circumstances.
Clause : 5 Schedule Of Maintanance
Contractor Should have to manage following condition for maintanance of water pipe line work as per
Engineer instruction
Sr.no. Mode Of Complaint Required machinory / Labour Remarks
Either Whatsup or Email Required as per site Condition or
3 Engineer Instruction
Complaint Received by higher
Authority / Councilor/ by Public
If Contractor Not Follow Schedule Of Maintanance
1. Whenever a work is allotted by Engineering staff, whether minor or major of part thereof of any amount, the contractor
shall be bound to start the works within 48 hours of intimation of work. Communication done telephonically via SMS
,ViaWhatsapp and through letter /E-mail shall be considered legal and binding for the same.
2. Failure of comply to start the works in 48 hours of intimation as above by contractor the contractor shall be levied
penalty of (1) Rs.1000/-per day (for tenders amounting upto 10 Lakhs), (2) Rs.2500 per day (for tenders amounting
above 10 Lakhs and upto 30Lakhs), (3) Rs.5000 per day (for all tenders amounting above 30Lakhs).
3. Three times failures by contractor shall make contractor responsible to be blacklisted unless and otherwise justified
properly in writing/binding within 15days of last notice of penalty.
4. The Contractor shall adhere to the maintenance schedule outlined in the tender documents and comply with the
prevailing AMC circulars issued from time to time.
CONTRACTOR'S SIGNATURE ADDY.CITY ENGINEER
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AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS ADDITIONAL INSTRUCTIONS TO PERSONS
1. Competency of Tendered: No contract will be awarded except to responsible bidder capable for
performing the class of work completed. Before the award of the contract, any bidder may be required to
show that he has the necessary facilities, experience, ability and financial resources to perform the work
in satisfactory manner within the time stipulated. Contractor may be required to furnish the department
with the statement as to their experience and their financial status.
2. Tenderer will be deemed to have inspected the site and to have satisfied himself as to the nature of all
works, all existing roads water - way and other means of communication and access to and from the
site of work and the building that may be required for temporary purpose in connection with the
construction, completion and maintenance fo the works and must make his own enquiries as to work
yard, sites, depot and dumps and as to the acquisition of such additional sites and areas as may be
necessary for temporary purpose for constructing, completing and maintaining the works.
3. Payment: - The tenderer must understand clearly the rates quoted are for completed works and include all
cost due to labour, scaffolding plant, supervision, service work, power, royalties and octroi etc. and include all
extras to cover the cost of night work if an when required. No claim for additional payment beyond the prices
or rates quoted will be entertained and the tender will not be entitled subsequently to make may claim on the
ground of misrepresentation or on the ground that he was supplied with information given by any person
(whether the member is the employee of Engineering Department of Corporation or not). Any failure on his
part to obtain all necessary information for the purpose of making his tender and filling the several prices and
rates therein shall not relieve him from any risks or liabilities arising out o, or consequent upon the submission
4. Tender Forms: - the tenderer must fill up every blank in the form of tender and in the schedule and he must
return the documents sent here with.
5. Erasures: - Persons tendering are informed that no erasures of alternations by them in the text of the
documents sent herewith will be allowed and any such erasures or alternations will be disregarded. If there is
any error in writing no over-writing should be done, the wrong words or a figure should be struck out and the
correct one written above or near it in unambiguous way, each correction should be initialed.
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