Connection to resolve complaints of low pressure and pollution in various water supply line in millatnagar area, kankriya area and other places in maninagar ward of south zone ARC

NO. Item Description Qty. Rate Unit Amount

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

1 excluding cost of pipel)

Providing, supplying and fixing check nut for

sluice valve. C.I./ M.S./G.M. or Brass.

2 Instruction of engg. In charge

Labour charges for repiaing of Sluice valve /

Reflux valve inlcuding materials, labours and

testing etc. Complete. (i) Replacing of S.S.

Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade)

of the following nominal bore, tube fitting

and clamps including making good the wall

a 40 mm dia 6.00 436.8 RMT

b 25 mm dia 5.00 283.5 RMT

c 20 mm dia 5.00 205.8 RMT

d 15 mm dia 5.00 162.75 RMT

e 50 mm dia 5.00 569.1 RMT

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

A 15 mm (I.code no. 23061) 20.00 84.87 RMT

B 25 mm (I.code no. 23062) 6.00 107.29 RMT

C 32 mm (I.code no.23063) 5.00 139.2 RMT

D 40 mm (I.code no. 23064) 5.00 173.03 RMT

E 50 mm (I.code no. 23065) 5.00 228.61 RMT

F 110mm (I.code no. 23067) 5.00 551.25 RMT

G 160 mm (I.code no. 23066) 5.00 927.65 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

6 stacking the material as directed.

a)upto0.20meterthickness 10 71.43 SMT

0.20 to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

b complete. 10.00 177.76 SMT

c)0.30meter&above(ByBreakerMachine

including cost of operator, fuel,

c &transportationetccomplete. 10.00 312.5 SMT

Providing and Making hole for House

connection on C.I./D.I. or M.S. with labour

7 cost. Instruction of engg. In charge

F 2.0" dia on CI/DI Pipe up to300mm dia. 5.00 2679 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

8 tight & leak free etc. comp.

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

9 joints as per instruction of engg. in charge

A 100 mm 6.00 64 RMT

B 150 mm 5.00 78 RMT

C 200 mm 5.00 94 RMT

9A Only Removing & recover of existing CI/DI

pipeline&Specials,removinganytypeofjoint

carting it to the Muni. Stores as & where

directedasperinstructionofEngg.Incharge with

excavation & refilling.

(A)80mmdia 6.00 63.39 Rmt

(B)100mmdia 5.00 64.29 Rmt

(C)150mm dia. 5.00 77.68 Rmt

(D)200mm dia. 5.00 93.75 Rmt

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

10 instrucation of engg. incharge 150.00 21 K.G

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

11 Engg. in charge.

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

12 specific time of day or night etc. complete.

Supplying, labour for excavation of all types

of soil at any depth including excavation of

asphalt pavement of any thickness,

demolition of brick work in CM of any

proportion including stacking of serviceable

materials and disposal of unserviceable

13 material etc. comp. as directed.

A Mazdoor at day /night 300.00 452 NO

B Makadam/ supervision/Fitter at day / Night 150.00 379.46 NO

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 HP/Hr

14 Capacity 5.00 18.32 .

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. In Charge, rate includes all nece.

Shifting, fuel and operating charges and

stacking of useful & non-useful materials

15 separately up to store. 10.00 535.71 Hour

Supplying Pneumatic Breaker Machine for

RCC Slab or Asphalt Demolishing Work on

site by using Operator, fuel, power Supply

16 etc. Complete as Directed. 10.00 535.71 Hour

Excavation for trial pit for location of existing

line including excavation of any depth

17 including refilling, watering etc. Comp 10.00 290 NO

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

18 instruction 10.00 670 NO

Supplying wooden taper butches from jungle

19 wood (Like limda, ambo) Etc. comp.

A 15 Mm dia. to 20 MM dia. 25.00 15 NO

B 25 Mm dia. to 37 MM dia. 10.00 20 NO

C 50 Mm dia. 5.00 100 NO

D 80 mm dia to 100 mm dia line 15.00 350 NO

E 150 mm dia 10.00 500 NO

F 200 mm dia 5.00 800 NO

Providing and supplying ISI markedonly

standord lengh stone watre pipes instandsrd

lenghths of following cass and diameter

including all taxes insurance tronsportion

freight charges octroi inspestion charges

loading unioading conveyance to

20 deportmental stores etc.

A 100mm 5.00 113 Rmt

B 150mm 5.00 150 Rmt

Fixing of valve Road box incl .locating valve,

nece. excavation, tem also inclues cartring

form AMC store to site. Etc.Comp. as

21 directed 5.00 446 NO

Conveyancecharge of earth

ime,murrum,building rubbish,manual

garbage,sludge,excavated rock ,fly ash,

aggregateofanykindetc.comp.upto5.0Km.

22 lead 5.00 125.33 Cmt

Hiring of Tractor with trolley considering

23 Hrs. As working Day hours inclu. Driver 5.00 2104.1 DAY

Barricading the entire break down or

excavated area on rental basis using

wooden ballies / M.S. angles at max.

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

24 down work from start to complete) 9.00 79.99 RMT

Reinstatement of Asphalt road/any kind of

25 paving/flooring using the same material. 9.00 103.57 Smt

LabourChargesforremovingandrecover

ofex.C.I.Sluicevalvewith tail pieces and

carting it up to Muni.Store or site as per

instruction of Engg. Inchargeiteminclude.

necessaryExcavation,removingormaking

joints,refillingetc.comp.asdirectedbyEnggin

(A)80mmdia 4.83 544.64 No

(B)100mmdia 5.00 741.07 No

(D)200mm dia. 5.00 1125 No

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Additional City Engineer

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South Zone Office", Opp. Fire Station, Rambaug, Maninagar, Ahmedabad - 380

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors

for the work mentioned below.

Connection to resolve complaints of low pressure and pollution in

1 Name of work various water supply line in millatnagar area, kankriya area and other

places in maninagar ward of south zone.(ARC)

2 Time Limit 12Months(atubtmt rmJtg)

3 Tender Validity Period 120 days from the date of submission of the tender

Register “E2” class in PWD in Govt. R&B/CPWD/AMC or equivalent

4 Eligibility Criteria

registration with any other state Govt. Or institutions.

Estimated Cost put to

Earnest Money Deposit Rs.8500/- Demand Draft Or Bank Guarantee in favor of Municipal

Commissioner, Ahmedabad to be submitted as prescribed in tender.

5 % of the Tender Amount in form of Bank Guarantee / Demand Draft

7 Security Deposit in favor of Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

Tender fees Rs.900/-Demand Draft in favor of Municipal Commissioner,

(Non refundable) Ahmedabad)

In separate sealed cover each for EMD and Tender Fees along with

Submission of EMD and

Tender as described in the invitation of tender and submitted to

Assistant Manager(South zone), South zone office, Rambaug,

Maninagar Ahmedabad.

Tenders issue date Tenders from the amc.nprocure.com website shall be downloaded

from AS PER TENDER NOTICE INVITED

As per Notice inviting Tender / Addendum / Corrigendum.The

Last date of receiving

11 tenders received after latest schedule date and time will not be

entertained under any circumstances.

As per Notice inviting Tender / Addendum / Corrigendum to

Date of Opening

12 Assistant Manager / Dy.C.E.(S/Z) office, 2nd Floor, South Zone

Office, Opp. Fire Station, Maninagar, Ahmedabad-380008

Document shall be submitted in sealed envelope systems By

Mode of sending the

13 RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate ( One

Tender Documents

Original & One Duplicate) duly sign & seal by contractor .

14 Terms, Condition, & All general condition of contract mentioned in tender shall be

Specification applicable.

The contractor shall be responsible to make good and remedy at this

own expenses any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

completion, The within 15 days of receipts 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 they expenses, If

any, incurred by him in rectification, removal or re- execution. The

defect liability period shall be as under (a) for all works costing up to

Rs. 50,000 (amount put to tender), the period shall be three months

15 Defect &Liability Period

from the certified date of completion. (b) for all works costing more

than Rs. 50,000 and up to Rs. 1 crore (Amount put to tender) ,the

period shall be six (6) month from the certified date of completion or

one monsoon , which ever letter.(c) the major project 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) & (c) above or elapse of

monsoon period following certified date of completion, whichever is

letter . For the purpose of deciding the monsoon period, the

September may be treated as the last date.

0.1% per day delay of remaining work after the completion date but

16 Compensation for Delay

not more than 10% of cost of remaining works.

Water, Electricity Contractor shall have to make his own arrangements for water and

electricity for the purpose of work at site at his own expense

Terms, Condition, & All general condition of contract of Form B1 condition of contract

Specification shall be applicable.

Deduction of Retention Retention @ 2% of the value of work done will be deducted from each

Money from each RA Bill RA bill. It will be released along with release of payment of Final Bill.

Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part Of

20 Addendum/Corrigendum

Tender And The Same As to be Attached Along With The Tender

As per Account department circular no.37, date-09/08/2018 & Circular

21 For ESIC & EPFO Act.

As per AMC Finance Department Circular No. 38 dated 21-11-2022.

22 GST The Rates are Exclusive of GST. Prevailing GST will be paid

Conditional tenders will not be accepted. Municipal Commissionerreserves the rights to reject any or

all the tenders without assigning anyreasons thereof.

Seal and Signature of the Bidder Addl City Engineer

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

TECHNICAL SPECIFICATIONS

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)

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 rate shall be for a unit of one no.

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

The rate shall be for a unit of one no.

Labour charges for repiaing of Sluice valve / Reflux valve inlcuding materials, labours and

testing etc. Complete. (i) Replacing of S.S. Spindle only

Labour charges for repiaing of Sluice valve / Reflux valve inlcuding materials, labours and testing etc.

Complete. (i) Replacing of S.S. Spindle only

The rate shall be for a unit of one no.

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade) of

the following nominal bore, tube fitting and clamps including making good the wall ceiling

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade) of the following

nominal bore, tube fitting and clamps including making good the wall ceiling and floor

The rate shall be for a unit of one rmt.

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

Providing, laying, fixing, and jointing in true line and level U.P.V.C. (Unplasticized Polyvinyl

Chloride) pipes of specified nominal diameter (Schedule 40) conforming to IS 4985 / ASTM D1785,

including all standard make fittings (Tees, Elbows, Bends, Couplers, Reducers, Unions, Adapters,

etc.) approved by the Engineer-in-Charge. Work includes fixing on walls/slabs with GI/MS heavy-

duty clamps at intervals not exceeding 1.0 meter (or chasing and concealing in masonry wall with

1:3 cement mortar mix as directed), making solvent cement joints using approved adhesive solvent,

pressure testing of lines and joints, complete with labor, materials, scaffolding, tools, and incidental

Materials Specification

 Pipes: UPVC Schedule 40 (pressure rating as per standard), smooth internal surface, lead-

free, non-toxic, conforming to ASTM D1785 / IS

 Fittings: Heavy-duty UPVC Schedule 40 solvent weld fittings conforming to ASTM D2466

 Solvent Cement: High-strength heavy-bodied solvent cement complying with ASTM

 Clamps & Supports: Galvanized Iron (GI) or M.S. metal clamps with wooden/rubber

spacers and anchor fasteners.

Workmanship & Execution

 Cutting & Preparation: Pipes cut clean and perpendicular to the axis using fine-toothed

saws; edges deburred, chamfered, and cleaned with a dry cloth or suitable cleaner.

 Jointing Procedure: Apply a uniform coat of solvent cement to the outer pipe end and inner

fitting socket, push home immediately with a quarter-turn, and hold firmly for 30 seconds to

allow initial set.

 Fixing & Aligning: Secure pipes horizontally and vertically using clamps fixed to walls at

maximum 1.0 m spacing (0.8 m for smaller diameters). Vertical chases in walls must be

neatly cut, pipes secured, and plastered flush with 1:3 cement-sand mortar.

 Testing: The entire line shall be hydrostatically tested at a minimum working pressure of

times the operating pressure (or 7–10 kg/cm²) for a continuous period of not less than

minutes without showing any leaks or drop in pressure.

The rate shall be for a unit of one 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. a)upto0.20meterthickness(ByManual) 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)0.30meter&above(ByBreakerMachine including cost of

operator, fuel, &transportationetccomplete.

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.

a)upto0.20meterthickness(ByManual) 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)0.30meter&above(ByBreakerMachine including cost of operator, fuel, &transportationetccomplete.

The rate shall be for a unit of one smt.

Providing and Making hole for House connection on C.I./D.I. or M.S. with labour cost.

Instruction of engg. In charge

Providing and Making hole for House connection on C.I./D.I. or M.S. with labour cost. Instruction of engg. In

The rate shall be for a unit of one 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.

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.

The rate shall be for a unit of one 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

 Specifications for above Item are as under.

 Labour charges includes clearing recovered pipes by means of long rigid pipe of suitable

length. Pipe should be cleaned from inside. The contractor should remove all clots and rusted

parts from inside pipe surface.

 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.

 Cast iron/ Ductile iron pipes and fittings shall be transported from the Municipal Stores

ocontractor’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 and fitting in

transit, loading/unloading. Every care shall be exercised in handling pipes and fittings to avoid

damage. While unloading, the pipes and fittings shall not be thrown down from the truck on

the hard surfaces. They shall be unloaded on timber skids 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 gaps between pipes should be left 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 of pipes while unloading. As far as possible pipes shall be unloaded on

one side of the stretch only. The pipes shall be checked for any visible damage (such as

broken edges, cracking or spalling of pipe ) while unloading and shall be sorted out for

reclamation. Any pipe which shows sufficient damage to precude it from being used shall be

discarded. Dragging of pipes and fittings along concrete and similar pavement with hard

surfaces 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 compensations and legal charges there of

shall be paid by contractor of will be recovered from his running bill of the same or other AMC

 Before excavating the trench, the alignment of pipeline shall be approved by Owner/Engineer.

The excavation for trenches and pits for manholes/chambers shall be carried out in

accordance with specification and shall be done such that it does not get far ahead of the

laying operations as approved by the Owner/Engineer.

 Utmost care shall be taken to see that width of the trench at the top of pipe is not more than

that specified in Data Sheet . In case additional width is required it shall be provided only in

the top portion from the ground level upto 300 mm above the crown of pipe. If any extra width

is excavated in the area below this portion, the Contractor shall have to provide remedial

measures as directed by Engineer. Contractor shall not be paid any additional compensation

for extra excavation as well as for remedial measures. If rock is met with, it shall be removed

to 15 cm below the invert level of pipes and fittings and the space resulting shall be refilled

with excavated materials and properly consolidated. Bottom of trenches/pits shall be saturated

with water well rammed wherever the Owner/Engineer may consider it necessary to do so.

 Wherever a socket of pipe or fitting occurs, a grip is to be cut in the bottom of the trench or

concrete bed to a depth of at least 75 mm below the bed of the pipe and does not rest upon its

socket. Such grip shall be of sufficient size in every respect to admit the hand all around the

socket in order to make the joint and the grip shall be maintained clear until the joint has been

approved by Owner/Engineer.

 The road metal and also the rubble packing shall first be stripped off for the whole width of the

trench/pit and separately deposited in such places as may be determined by the

Owner/Engineer. In case of the metal packing or Khandkies not being so deposited or being

mixed up with excavated materials and not available for backfilling and making good the

excavation, the cost of the new metal, packing or Khandkies required shall be charged to the

 The material from excavation shall be deposited on either side of the trench leaving adequate

clear distance from the edges of the trench and pit or as may be necessary to prevent the side

of the trench/pit to slip or fall or at such a distance and in such a manner as to avoid covering

fire hydrants, sluice valves, manhole covers etc. and so as to avoid abutting any existing wall

or structure or causing inconvenience to the public and other service organizations of

otherwise as Owner/Engineer may direct.

 Contractor shall at the rates entered in the schedule additional excavation, take into account

additional excavation if any as Owner/ Engineer may require in order to locate the position of

water pipes, drains, sewers, etc or any other works which may be encountered. Such service

lines if met with during excavation shall be properly maintained by Contractor by means of

shoring, strutting, planking over, padding or otherwise as Owner/Engineer may direct and shall

be protected by the Contractor from damage during the progress of the work. All precautions

shall be taken during excavation and laying operations to guard against possible damage to

any existing structure/pipeline of water, gas, sewage etc. If there is any damage then such

damage shall be made good either by Contractor or by other agency, as Owner/Engineer may

decide and wholly in either case at the expense of Contractor.

 If work for which the excavation has been made is not completed by the expected date of

setting in of rain or before the day fixed by Owner/ Engineer for filling in any excavation on

account of any festival or special occasion, Contractor shall backfill such excavation and

consolidate the filling at his own expenses as directed by Owner/ Engineer and shall re-

excavate when required at his own cost.

 The excess excavated material shall be transported from site of works to a place upto a

distance of 5 km. as directed by Owner/ Engineer immediately so as not to cause any

inconvenience to the public or traffic.

 Contractor shall not be paid any additional compensation for excess excavation over what is

specified as well as for any remedial measures that are specified.

 The excess excavated material shall be carried away from site of works as specified, failing

which in view of public safety and traffic convenience Owner/ Engineer may carry out the work

by any other agency at Contractor's risk and cost.

The rate shall be for a unit of one rmt.

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.

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

The rate shall be for a unit of one kg.

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

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.

The rate shall be for a unit of one no.

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.

The excavation for jointing work shall be done to the required for width, length & depth as directed by

Engineer-in-charge or his representative. The excavated materials from the gap shall have to be deposited

within a lead of 50 mt. or as directed by Engineer-in-charge. The relevant specification for excavation &

refilling shall confirm to item No.2 above.

After completion of excavation work, jointing shall be done between the period of two water supply time, in

such a way that it will not affect the water supply time in any part of city .This item includes the work of

cutting the existing line labour for jointing of CI specials & valves with the existing line the dewatering

required etc. complete.

All the necessary care shall be taken by the contractor during jointing work, so that pipe shall not be

cracked the cutting limit.

After completion of jointing work & testing of lead joints, the gap shall be refilled after obtaining necessary

permission of Engineer-in charge of the work.

The jointing work shall be in line & level with other existing network.

The Payment shall be made on No.basis for all the jointing work made for this work.

Supplying, labour for excavation of all types of soil at any depth including excavation of

asphalt pavement of any thickness, demolition of brick work in CM of any proportion

including stacking of serviceable materials and disposal of unserviceable material etc.

comp. as directed. (A) Mazdoor at day /night (B) Makadam/ supervision/Fitter at day / Night

Supplying, labour for excavation of all types of soil at any depth including excavation of asphalt pavement of

any thickness, demolition of brick work in CM of any proportion including stacking of serviceable materials

and disposal of unserviceable material etc. comp. as directed. (A) Mazdoor at day /night (B) Makadam/

supervision/Fitter at day / Night

The rate shall be for a unit of one no.

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

 Pump Set: Heavy-duty self-priming centrifugal pump or non-clog submersible dewatering

pump set of approved make, rated capacity, and head.

 Accessories: Standard suction line with strainer and non-return foot valve; rigid/flexible

delivery piping extending up to the designated safe disposal point; suction hoses, couplings,

and electrical control gear.

 Support System: Heavy timber sleepers, steel frames, or scaffolding for mounting pumps

securely clear of rising water levels.

 Fuel & Spares: Supply of diesel, oil, grease, or electricity connection along with immediate

standby wearing parts (impellers, seals, hoses).

Execution & Operation Rules

 Installation: Pump sets shall be mounted on stable platforms above water level with suction

strainers properly immersed and clear of mud/silt buildup to prevent clogging.

 Disposal of Dewatered Water: Water pumped out must be conveyed through closed pipes

or lined channels to the nearest storm drain or approved natural watercourse without flooding

adjacent properties, roads, or damaging nearby structures.

 Continuous Operation: Dewatering shall run continuously day and night (24x7) as required

during excavation, sub-structure concrete, or masonry work until the concrete/masonry

achieves initial set and curing stability.

 Standby Provision: The contractor shall maintain at least one standby pump set of equal

capacity at the site to prevent flooding during power failures or mechanical breakdowns.

 The rate shall be for a unit of one hrs.

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. In

Charge, rate includes all nece. Shifting, fuel and operating charges and stacking of useful &

non-useful materials separately up to store.

 Transporting, shifting, mobilization, and demobilization of the machine to and from the site.

 Fuel, lubricants, oils, operational wear-and-tear, maintenance, and repairs.

 Services of a qualified, licensed operator along with skilled/unskilled helpers.

 Clearing, handling, and systematic sorting/stacking of serviceable and unserviceable (useful

and non-useful) excavated materials separately up to the municipal or site store.

Execution & Operational Rules

1. Deployment & Mobilization:

o The contractor must supply the machine within the specified emergency response

timeframe upon receiving instructions from the Engineer-in-Charge.

The machine supplied must be in sound mechanical condition with functional

hydraulic systems, front loader, and rear backhoe attachments.

2. Fuel & Crew Provision:

o The contractor is entirely responsible for arranging fuel, lubricants, maintenance,

operator wages, and helper allowances. No extra payment will be made for fuel or

operational overheads.

3. Material Handling & Stacking:

o Useful materials (e.g., sound paving stones, reusable aggregates, un-damaged pipe

sections) must be carefully separated from non-useful debris/rubble and stacked

neatly in designated store areas as directed by the site authority.

4. Breakdown Non-Payment Clause:

o No payment shall be allowed for idle time, breakdowns, non-working machine

conditions, or maintenance downtime.

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by

using Operator, fuel, power Supply etc. Complete as Directed.

 Mobilization, demobilization, cartage, and shifting of the complete pneumatic breaker unit,

air compressor, air hoses, couplings, lubricator, and heavy-duty chisels/points to and from the

 All operational charges including fuel (diesel/petrol), engine oil, lubricants, repair,

maintenance, and replacement of worn chisels.

 Continuous power supply/compressed air supply required for non-stop breaking operation.

 Engagement of qualified, experienced machine operators along with skilled labor/helpers.

 Neatly breaking the RCC slab/asphalt to manageable sizes, cutting embedded reinforcement

steel (if required), and systematically sorting and stacking usable and unusable material clear

of the work area as directed.

Execution & Operational Guidelines

1. Equipment Condition:

o The pneumatic breaker (typically 20 kg to 35 kg weight class) and air compressor

must be in top mechanical condition, capable of delivering continuous high-impact

blows without frequent breakdown.

o Anti-vibration handles and silencers/mufflers should be present where noise and

vibration compliance is required.

2. Safety & Site Controls:

o Operators must wear proper Personal Protective Equipment (PPE) including safety

boots, eye goggles, heavy-duty gloves, and ear mufflers.

o Adjacent existing structures or underground utilities must be protected from over-

breakage or impact damage during operation.

3. Breakdown Non-Payment Clause:

o Payment shall only be made for actual productive working hours logged. No

payment will be allowed for machine idle time, breakdown hours, fuel replenishment

downtime, or waiting time.

Excavation for trial pit for location of existing line including excavation of any depth

including refilling, watering etc. Comp

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

Supplying wooden taper butches from jungle wood (Like limda, ambo) Etc. comp.

Providing and supplying ISI markedonly standord lengh stone watre pipes instandsrd

lenghths of following cass and diameter including all taxes insurance tronsportion freight

charges octroi inspestion charges loading unioading conveyance to deportmental stores

Providing and supplying ISI markedonly standord lengh stone watre pipes instandsrd lenghths of following

cass and diameter including all taxes insurance tronsportion freight charges octroi inspestion charges loading

unioading conveyance to deportmental stores etc.

The rate shall be for a unit of one rmt.

Fixing of valve Road box incl .locating valve, nece. excavation, tem also inclues cartring

form AMC store to site. Etc.

Fixing of valve Road box incl .locating valve, nece. excavation, tem also inclues cartring form AMC store to

The rate shall be for a unit of one no.

Conveyancecharge of earth ime,murrum,building rubbish,manual garbage,sludge,excavated

rock ,fly ash, aggregateofanykindetc.comp.upto5.0Km. lead

All the surplus earth etc. shall be carried away immediately from the site of work to a place

within 5 km. distance or as directed and ordered by the Engineer, so as not to cause any

inconvenience to the public traffic finding which in view of public safety and traffic convenience. The

Corporation shall carry out the work by any other agency at the contractor’s risk and cost. if the

instructions are not complied within 7 days from the date of order to cart the surplus materials and

clear the site, the said work shall be carried out by the Municipal Corporation at the risk and cost of

the contractor and no claim or dispute shall be entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be done and the

same shall be carried out by the contractor without asking any extra rate. The contractor shall have

to cart the surplus earth after the trenches we will watered and refilled with the sand. The rate of

carting including carting of brick bats, metal, rubble vegetable and garbage, if necessary to clear the

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu.

The rate shall be for a unit of one hrs.

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)

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)

The rate shall be for a unit of one rmt.

Reinstatement of Asphalt road/any kind of paving/flooring using the same material.

Labour Charges for removing and recover of ex. C.I. Sluice valve with tail pieces and carting

it up to Muni. Store or site as per instruction of Engg. Incharge item include. necessary

Excavation,removing or making joints,refilling etc.comp.as directed by Enggin charge.

Labour Charges for removing and recover of ex. C.I. Sluice valve with tail pieces and carting it up to Muni.

Store or site as per instruction of Engg. Incharge item include. necessary Excavation,removing or making

joints,refilling etc.comp.as directed by Enggin charge.

The rate shall be for a unit of one no.

13. કો ાકટર ારા ESIC અને EPFO ર શન ગેના અ. .ુ કોપ . નાણાં ખાતા

ESIC અને EPFO ર શન કો ાકટર ીઓએ ટ ડર સાથે ર ુ કરવા ંુ રહશે.

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtK Ítul)

General terms & conditions

1. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water

Resources Department with the latest correction slips may be referred for quality of

construction & standard of Procedure (SOP). (only English version)

2. In the specification “as directed" / "approved" shall be taken to mean "as directed /

"approved" by the Engineering in charge.

3. Wherever a reference to any Indian standard appears in the specifications, it shall be

taken to mean as reference to the latest edition of the same of force on the date of

4. In "Mode of measurement" in the specifications wherever a dispute arises in the absence

of specific mention for a particulars point / aspect, the same in the relevant Indian

Standards shall be referred to.

5. All measurement 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.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or

thickness shall be followed.

6. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of

any such materials being rejected by the Engineer in charge.

8. The contractor’s rate for the item of work shall be for the work completed in all respect.

9. All materials including those of electrical shall be got approved by the Engineer in

charge/ Architect before using them in the work.

10. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

12. All tools, templates, machinery and equipment for correct execution of the work as well

as for checking lines, levels, alignment of the works & all precautionary measures during

execution shall have to be kept in sufficient numbers and in good working condition at

the site of the work.

13. Special modes of the construction not adopted in general Engineering practice, if

proposed to be adopted by the contractor shall be considered only if the contractor

provided satisfactory evidence that such special mode of construction and completion of

work to the required strength and quality. Acceptance of the same by the Engineer in

charge shall not however, absolve the contractor from the responsibility of any adverse

effect and concordance of adopting the same in the course of exaction or completion of

14. The contractor shall be responsible for observing the rules and regulation imposed under

the "Minor Mineral Act", and such other laws and rules prescribed by the Government

from time to time.

15. All necessary safety measures and precautions (incl. those laid down in the various

relevant Indian Standard) shall be taken to engrave the safety of men, materials and

machinery on the work and also of the work itself.

16. Quantity measured in the tender is approximate. It may increase or decrease looking to

the quantum of actual work for which no any claim shall be entertained by A.M.C.

17. Contractor shall have to execute extra item if required only after necessary permission

18. The work in general shall be carried out as per standard specifications of the relevant

items to be executed & as per the instruction of Engineer in charge & as per the guidance

of AMC's Consultant for this project.

19. The general terms & conditions of the contract shall be applicable & shall be binding on

the contractor. The contract agreement shall have to be executed between AMC & the

agency to which work is awarded for execution.

20. The time limit shall be reckoned after next day from the date of issue of the written work

order to the contractor after fullfillng the formality life SD & Agreement. No time

extension will be granted under any circumstances.

21. In case of any ambiguity in specifications mentioned in this tender, the interpretation

given by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the

22. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations

as necessary to fulfill the intent of the plants and specifications.

23. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

24. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal

Corporation. will be payable by the contractor.

25. No any kind of price rise / price escalation / price variation for cement , steel or labour

26. Contractor is requested to see the site physically before tendering. He is also requested to

quote the rates keeping in view of all the points mentioned in relevant pages of tender

27. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped

water for the construction of the works and provide a satisfactory supply of potable water

for drinking, washing, sanitation and cleaning down. The contractor will be responsible

for all the costs where applicable of connection, meter installation, water consumed,

water required for testing purposes, disconnection and the laying, maintenances and

ultimate removal of any distribution system around the site.

28. Electricity: Electric supply will be made available at the site by the Contractor and the

contractor must make his own arrangements with the Corporation and Electricity Supply

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site

for purpose of the work and shall pay such charges as is fixed by the appropriate supply

In case there is any delay in supply of power site of any interruption or fault in the power

during the work. No compensation shall be paid for idle labor staff, machineries and for

use of diesel operating sets etc. as the case may be.

29. Tenders shall submit all the valid/certified documents in support of their initial/eligibility

criteria mentioned above along with the bid. They shall have also to submit the income

tax clearance certificate and solvency certificate.

30. No advance such as secured advance machinery advance, mobilization advance or

materials advance will be given.

31. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to

contractual provisions.

32. The electrical works shall be carried out strictly in accordance with the directives issued

by Engineer in charge.

33. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes

& thereby total amount of work increases/ decreases.

& thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision

34. In case of any dispute, decision of Municipal Commissioner shall be final and binding on

the contractors.

35. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease

the scope of work. No any claim to that effect shall be entertained. The Municipal

Commissioner also reserves the right to reject any or all the tenders without assigning any

reason thereof.

36. The contractors are requested to quote their rates considering above tender conditions.

37. The contractor shall have to paid balance Security Deposit within 10 days from the date if

issue of Letter of Interest (LOI). And after paying the balance S.D. the time limit will be

started & Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 10 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

Eventhough in special case, If work is not started because of monsoon or any

other special reason (like site is not available), after evaluation of situation the actual

date of starting of work will be consider after approval of Dy.M.C. (South zone)

38. The Contractor shall not claim for increase or decrease in the quantity of the item or the

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per

guidelines published by WHO/ Center government/State government /Ahmadabad

municipal Corporation.

Signature of contractor with seal Additional City Engineer (S.Z)

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad

MunicipalCorporation, A'bad specified up to his first written demand, without demur without delay

andwithout the necessity of a previous of judicial or administrative procedures and without

thenecessity to prove to the Bank the defects or short comings or debits of the contractor any

2. We further agree that the Guarantee herein contemned shall remain in full force and effectduring

the period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the

tender)we shall be discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consentof

the Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tendereror of

Date: Signature & Seal of Guarantor...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender isaccepted

and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Add.C.E (S.Z) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: - Connection to resolve complaints of low pressure and pollution in

various water supply line in millatnagar area, kankriya area and other places in

maninagar ward of south zone.(ARC)

I/We the undersigned have carefully gone through and clearly understood the Tender documentsfor the above

work. I/We have satisfied myself/ourselves as to the location of site, examined drawings.I/We have visited

site & fully acquainted with local situations regarding materials, labours & others factorspertaining to work

before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the saiddocument

and with such materials as are provided for, at the respective rates which I/we have quoted in theschedule-B

or at such other rates as maybe fixed under the provisions of these conditions.In the event of this tender being

accepted I/We agree to enter into an agreement and when required andexecute the contract, according to your

fom1 of agreement as or in default where of I/we bindmyself/ourselves to forfeit the "Earnest Money

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC

fromthe date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and

takenecessary action as deemed fit.

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for

thesum as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer

IfI/We fail to commence the work specified. Otherwise the said sum shall be retained, by the Employer as

onaccount of such. Security)' Deposit'.' as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in accordance

withConditions in the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may receive.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date

ofopening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work,

octroiduties and other prevailing Government taxes/charges on such items on which the same are leviable and

therates quoted by me/us are inclusive of the same.

Yours faithfully

Signature of the contractor

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øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e b¤e hnuNu. su Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

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ftb NY fhtJJtLþk hnuNu.

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m•tt yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.

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36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.

Wvhtuf<<btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the works.

Progress of work should be in proportion to time limit. The details of reinforcement of R.C.C. work

shall be as per design and instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may

be brought by him on site. This account shall be regularly maintained and kept open for inspection

by Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall

be made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements

of binding vibrator for R.C.C. works if required shall have to be made by the contractor.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.

He shall be responsible for any damage to public. If any incident happen, during the execution of

work. In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall

be final. The contractor shall have to give site clean of all rubbish during the work and at the time of

completion of work and hand over the site with final finishing of the work as directed. All the

rejected materials shall be removed from site within 24 hours by contractor at this risk and cost.

Debris shall have to cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall

have to prepare through of bigger size and mix the mortar in the required proportion. In on case he

shall be allowed to mix the mortar either on floor or any finished surfaces. The contractor shall have

to make his own arrangement for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the

contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest

SOR or if item is not available in SOR than based on current market rates. In case of extra item

decision of Add.City Engg.shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of

the propose work the contractor shall carry out the same at his quoted rates without charges any

extra and the contractor will have to carry out the works and he will be paid at the rate quoted by

him. No claim for extra rate for subsequent changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors

shall have to prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work.

Contractor will be fully responsible for compliance of the various provisions under contract Act.

1970 and the Rules framed the to under.

The tender for the work shall remain open for a period (90) days from the date of opening of

the tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer

on his own during the period. If any tenderer withdraw or makes any modifications or addition in the

terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal

Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If work is not started within specified time limit i.e. within ten days from the date of order to

start the work the penalty of the 0.01% tender Amount per day of delay of start shall be recovered

separately from the immediate bills payable to the contractor. Contractor has to make his own

arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully :-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form

of demand draft.

iv) Condition of Form - B1 only Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept.

- Govt. of Gujarat booklets of Building Works & and Road Works Specifications published

by Gujarat Book Depot, Sector-21. Gandhinagar. Other techinical condition will be

applicable as per tender condition only.

CONTRACTOR'SSIGNATURE & STAMP ADD. CITY ENGINEER

Mobile No.:- (South Zone)