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)

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.

4. xuLzh MJefthÔþk, hesu¾x fhÔþk, ftulu ytvÔþk ylu fgt CtJ&e ytvÔþk, <u ykdu zu. BGþrl. frb.©e ltu rlKog

5. xuLzh Chuj ftuLx[t¾xh vife ftuEvK ftuLx[t¾xhlu vK yt CtJu ftb ytvJtbtk ytJu <tu ceò btLg ftuLx[t¾xh

Jtk^tu jE NfNu lrn.

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vzNu. yuf ftb ÃþÁ &tg vAe cesw ftb NY fheyu yuÔþk atjNu lrn.

7. atÕþ ftbu ftuE vK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEllu LþfNtl

&Nu <tu <ule mkÃËKo sJtc>the (òlbtjle) ftuLx[t¾xhle vtu<tle hnuNu. mtEx vh ftb œhBgtl bswh fu

sl<tlt ftuE btKmlt òl btj fu LþfNtl &tg <ule sJtc>the ftuLx[t¾xhle hnuNu. vtujem Vhegtœ &tg

<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,

mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[t¾xh s vtujem Vhegtœbtk

sJtcœth hnuNu ylu BGþrl. ftuvtuohuNlltu ftuEvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxÕþk mbSlu s

8. yt xuLzh su <u Jdolt btLg gtœelt ftuLx[t¾xhtu Che NfNu. dJbuoLxlt btLg ftuLx[t¾xhu y.BGþ.ftuvtuo. btk

btLg ftuLx[t¾xhle gtœebtk hSMx[uNl ðþhk< fhtJÔþk vzNu.

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

MxtVle Mþalt vK mtEx Wvh atÕþ ftbu ægtlbtk juJtle hnuNu. ce-1 Vtubo <&t MvuNeVefuNl øþsht< çþf

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10. ftuLx[t¾xhlu vubuLx BGþrl. ftuvtuo. Ltt rl<erlgb Bþsc fhJtbtk ytJNu.

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vK ftuLx[tfhu CtudJJtltu hnuNu.

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juch yu¾x «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[t¾xh mkÃËKovKu sJtcœth hnuNu.

14. btj su <u Mxtumo Wvh y&Jt mtEx Wvh Mþalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

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16. atEÕz juch yuBvjtug fhe NftNu lrn.

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18. ftuLx[t¾xhu atÕþ ftbu mtEx Wvh zeSxj fubuht&e ftb atÕþ &gt vnujtk, åttÕþ ftbu <&t ftb ÃËKo &gtlt

Vtuxtud{tV BGþrl. yturVmbtk ytvJtlt hnuNu.

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fhe NfNu lrn. yt Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

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21. htßg / fuL÷ mhfth©elt JF<tu JF<lt ftgœt Bþsc su ftuE hfble fvt< fhJtlt nwfb mhfth©eyu fhuj

ntuE <u Bþsc ftuLx[tfxlt cejbtk&e fvt< fhJtbtk ytJNu.

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.

2. ftuLx[tfxhlu Jfoytuzoh ytÃgt ctœ yu.yth.me. «fthlkw xuLzh ntuR ftble sYhegt< bwsc xujeVtulef òK fhe su <u

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.