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Tender Value
₹1 Cr
EMD Value
₹1 L
Closing Date
11 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Asst.Manager (North West Zone )
REPAIRING OF BREAKDOWN ON MACHINE HALL & EXISTING DRAINAGE LINE IN DIFFERENT AREAS LIKE TP-28,29,30, CHANAKYAPURI AREA, SATTADHAR AREA AND OTHER DIFFERENT AREA IN GOTA WARD OF NWZ.
299415
T.NOTICE-13 TENDER-62
Open
Civil - All
Ahmedabad
3 documents required · 3 mandatory
₹2,400
Municipal Commissioner, Ahmedabad
₹1 L
29 Apr 2026
29 Apr 2026
29 Apr 2026
11 May 2026
29 Apr 2026
Name of work: REPAIRING OF BREAKDOWN ON MACHINE HALL & EXISTING DRAINAGE LINE IN DIFFERENT AREAS LIKE TP-
28,29,30, CHANAKYAPURI AREA, SATTADHAR AREA AND OTHER DIFFERENT AREA IN GOTA WARD OF NWZ.
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The issuing branch of the bank guarantee shall be of Ahmedabad / Gandhinagar City only.
As per Government of Gujarat G.R. No. - EMD/10/2019/50/DMO Dt. 18/06/2019
& AMC Finance Department, Circular No. (1) 48 Date:- 29/01/2012,(2) 58 Date 16/03/2012(3)
Finance Department, AMC no. 26 Date: 25/11/2019 (11) Circular of Finance Department, AMC
no. 21 Date: 19/06/2020 (12) Circular of Finance Department, AMC no. 40 Date: 5/11/2020 (13)
Circular of Finance Department, AMC no.12 Date: 14/6/2021 approved Banks are.
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A. Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.
All nationalized Banks
B. Guarantees issued by following banks will be accepted as SD/EMD for the period up to
March- 31, 2022. The validity cut-off date in the GR is with respect to the date of issue of Bank
Guarantee irrespective of the date of termination of Bank Guarantee.
1 Commercial Banks :- 2 Co-operative and Rural Banks Of Gujarat :-
1. RBL Bank 1. The Mehsana Urban Co-operative Bank Ltd
2. Axis Bank 2. The Ahmedabad Mercantile Co-Operative Bank Ltd
3. ICICI Bank 3. Nutan nagrik Sahakari Bank Ltd
4. HDFC Bank 4. The Kalupur Commerical Co-operative Bank Ltd
5. Kotak Mahindra Bank 5. Rajkot Nagarik Sahakari Bank Limited
6. IndusInd Bank 6. The Gujarat State Co-Operative Bank
7. DCB Bank 7. Sarswat Bank
8. Tamilnadu Mercantile Bank 8. Saurashtra Gramin Bank
9. Ujjivan Small Finance Bank
10. A U Small Finance Bank
11. Federal Bank
12. Equitas Small Finance Bank
13. Bandhan Bank
14. Standard Chartered Bank
15. City Union Bank
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Tender Fee – 2,400.00 Date of submission: 11.05.2026
Earnest Money- 1,00,000.00 Date of Opening: 13.05.2026
Contractor’s Name & Address
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPPARTMENT
NORTH WEST ZONE
Name of REPAIRING OF BREAKDOWN ON MACHINE HALL & EXISTING
Work :- DRAINAGE LINE IN DIFFERENT AREAS LIKE TP-28,29,30,
CHANAKYAPURI AREA, SATTADHAR AREA AND OTHER DIFFERENT
AREA IN GOTA WARD OF NWZ.
Sr.No. QTY. DESCRIPTION RATE PER AMOUNT
Providing and casting in situ C.C. in grade M-15
(approx. corresp. to prop. 1:2:4) (proportions as per
mix design or as per Table 9 of IS 456 2000 in
masses by weigh batching ) using granite, quartzite
trap metal of size 6 mm to 20 mm for RCC work,
including scaffolding centering, form work, needle
vibrated consolidation, curing comp. up to 6 meter
depth or height (excluding cost of reinforcement
and neat finishing) with centering and
shuttering/deshuttering etc. comp. for structure for
other than water retaining.
10.00 1. Footing (without form work) 4732.00 Cu.M
2. Footing for column or foundation (with form
C.C. M-25 Control concrete for water retaining
Providing and cast in situ C.C. in grade M-25
proportions of ingredients as per mix design by
weigh batching using granite, quartzite trap metal of
size 12 mm to 20 mm and or 6 mm to 12 mm
including scaffolding centering formwork, needle
vibrated consolidation, curing and hydraulic testing
etc. complete (excluding cost of reinforcement)
with centering and shuttering/ deshuttering etc.
comp. up to 6 meter height /depth Av. G.L.for all
water retaining structures.
60.00 1. Bottom slab or floor slab with shuttering 8077.00 Cu. M
8.00 2. Bottom slab or floor slab – without shuttering 6705.00 Cu. M
10.00 3. Bottom dome / roof dome 8281.00 Cu. M
10.00 4. Slant slab/conical wall or conical shell 8266.00 Cu. M
10.00 5. Beams /Ring beams/Ring girders 8347.00 Cu. M
10.00 6. Above 20 cm and up to 25 cm 8006.00 Cu. M
3 0.00 Steel /Reinforcement bars
Supplying cutting, bending, binding and placing in
position steel as per plan and design and as per ISS
2502 including cost of steel and binding wire for
reservoirs/structures only including lift up to
meter height or depth below G.L. for all diameters. Do
– deformed (TMT) bars confirming to relevant IS
Fe – 500 grade for all diameters.
9.4 Do – deformed (TMT) bars confirming to
relevant IS Fe – 500 grade for all diameters.
Filling in foundation and plinth with murrum or
selected soil in layers of 20cm. thickness including
watering, ramming and consolidating etc.
Brick work using common burnt clay building bricks
having crushing strength not less than
5 20.00 kg./Sq.Cm. in foundation and plinth in Cement 4011.66 Cmt
Mortar 1:5. (1- Cement : 5 -fine sand)(B)
6 Cement Plaster
Providing 15mm thick cement plaster in single coat on
Rough (Similar)side of single or
100.00 half brick walls for interior plastering upto floor two 155.61 Sqm
level and finished even and smooth
in (ii) Cement mortar 1:4 (1-cement :4-sand)
7 Dewatering by pumping set
Dewatering by pumping set of 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.
299.00 Pump set of Capacity 18.32 HP/Hr.
Hiring and operating the 20 KV 3 Phase Electric
Generator for operating desilting machinery, and
lighting and other requirements with Arranging
diesel to run the D.G. Set Do As Directed. 8 Hrs
Shift. (No payment should be allowed for non
working condition of machinery )
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.
9 20.00 shifting, fuel and operating charges and stacking 600.00 Hour
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)
Providing & Supplying Hitachi Machine-110
capacity on rental basis in case of emergency
situation and break down type ork & also during
10 10.00 unavoidable condition as per instruction of 2000.00 Hrs
engg.incharge, rate ncludes all nece. shifting, fuel
and operating charges .(No payment should be
allowed for non working condition of achinery)
Providing & Supplying Hitachi Machine-200
capacity on rental basis in case of emergency
situation and break down type work & also during
11 200.00 unavoidable condition as per instruction of 2700.00 Hrs
engg.incharge , rate includes all nece. shifting, fuel
and operating charges . (No payment should be
allowed for non working condition of machinery )
Hiring of Hydra / Crane with Driver (8 working
40.00 (i) Hiring of crane 6432.00 Day
Hiring of Tractor with trolley considering 8 hrs. as
working day hours incl. Driver
Hiring of Three wheeler carrier (Chakado Rickshaw)
14 2.00 considering 10 hrs. as working day hours incl. 1156.76 Day
Supplying Pneumatic Breaker Machine for RCC Slab
or Asphalt Demolishing Work on site by using
Operator, fuel, power Supply etc. Complete as
15 20.00 Directed. (No payment should be allowed for non 600.00 HR.
working condition of machinery and for pipe line
excavation and M.H. work. Allowed only for
break down work)
16 Stoneware Pipe
Providing and supplying ISI marked only Standard
length Stoneware pipes in standard lengths of
following class and diameter including all taxes,
insurance, transportation, freight charges, octroi,
inspection charges, loading, unloading, conveyance to
departmental stores, stacking etc. complete. (IS -
16.1 L,L & J of R.C.S. Pipes
Lowering, laying and jointing Stone wear pipes of
following diameters in proper position, grade and
alignment at all level as directed by Engineer-in-
charge including conveyance from stores to site of
work, labour, giving hydraulic testing as per ISI
17 R. C. C. PIPE (Horizontal Cast)
R. C. C. PIPE (Horizontal Cast) Providing and
supplying ISI Standard R.C.C. pipes(of Sulphate
Resisting Cement) in standard lengths of following
class and diameter suitable for either collar joints or
rubber ring joints including all taxes, insurance,
transportation, freight charges, octroi, inspection
charges, loading, unloading, conveyance to
departmental stores, stacking etc Note : One collar
should be supplied with each full length plain
ended RCC pipe, cost included in rates below. One
rubber ring should be supplied with each full length
socketed pipe, cost included in rates below.
a Class NP3 Test Pressure 0.7 Kg/sq.cm
B Class NP4 Test Pressure 0.7 Kg/sq.cm
17.1 L,L & J of R.C.S. Pipes
Lowering, laying and jointing R. C. C. pipes of
following diameters in proper position, grade and
alignment at all level as directed by Engineer-in-
charge including conveyance from stores to site of
work, labour, giving hydraulic testing as per ISI
Class NP2,NP3,NP4
Making connection to the ex.M.H.in running sewer
incl. Dewatering and other required machinery etc. of
18 following dia pipes at any convenient time. All
damaged work shall be well repaired as per
instructions. etc..complete.
19 RCC precast M.H. Frame & Cover
RCC precast M.H. Frame & Cover Manufacture,
supply & Delivery at store or at site of work precast
RCC M.200 Frame & cover suitable to drainage
M.H. and as per type design & Drawing including
cost of reinforcement M.S. Angles or Flat, curing
40.00 (i) Frame suitable for 50cm opening of MH 1121.00 No.
40.00 (ii) Cover suitable for 50cm opening of MH 1173.00 No.
Providing Labour for Mice. Work for Breakdown work
releted job including required tools etc.comp.
a 160.00 Unskilled Labour for 8 Hrs Shift 640.00 No
b 50.00 Skilled Labour for 8 Hrs Shift 656.00 No
Providing and installation of barricading with
retro- reflective paint/ film/ tapes (Minimum 3.0Mt.
height) as specified in the drawing & specifications
for the construction of road work, along with
necessary diversion arrangement for existing traffic
movement in an unobstructed condition, all
21 200.00 relevant markings, sign boards and illumination 733.50 Rmt
as per relevant MORT&H specification. Precoated
galvanised iron profile sheets shall be of approved
make and shade having 0.50 mm (+0.05 %) total
coated thickness with zinc coating 120 grams per sqm
as per IS: 277, in 550 mpa steel grade, 5-7 microns
epoxy primer on both side of the sheet and
polyester top coat 15-18 microns. Rate to be
inclusive of all materials, fabrication works, paint
works for information
Providing Dummy or Plug the Running Sewer by
using M.S. Plate , safety measures,Labour,mud
pump,D.G. set & Transportation of the same
machinary also inclues removing of dummy when
required and placed labour & Supervisor remain
present till the work comp.etc. as directed.
a 6.00 600 mm dia To 1200 mm dia 60000.00 No
b 8.00 Above 1200 mm dia 90000.00 No
Conveyance charge of earth, lime, murrum, -
building rubbish, manual garbage, sludge,
excavated rock, fly ash, aggregate of any kind etc.
Upto 5.0 Km lead.
500.00 Lead upto 5 Km 408.41 Cmt
Fabricating, supply and erecting in position Standard
Structural steel sections conforming to IS 2062 for
railing , skywalk, stair, or other works using ISMB, ISA,
ISMC, MS plate, flat, square bars, pipe, square
pipe,rectangular sections, square section, tube, etc.
including welding, cutting, wastage, etc. complete.
The rate is inclusive of welding rod, supply & fixing of
correct size nut, bolts, washers, including one primer
coat of red lead paint conforming IS:102 Zinc
24 3040.00 chromate paint conforming to IS:104 followed by two 126.68 K.g
coat of aluminium paint as per IS:2339 OR enamel
paint of color as selected by engineer incharge, with
all contractor's materials, labour, tools & plants, in
bolted/ welded construction as directed by Engineer-
in Charge. The waste cut pieces shall not be included
in the paying quantity. The work shall be done as per
drawing and specification. The work shall be carried
Constructing Slab type M.H. Chamber of the
following size including excavation, refilling, brick
bats cement concrete (1:5:10) of thickness 15 C.M.,
25 CC Channel (1:2:4) of thickness 10 C.M., finished
mm thick cement plaster inside & outside (Only for
shaft) in CM 1:3, finishing with cement slurry, P/F
mm dia M.S.Steel HDPE coated steps 35 cm c/c at
cm staggered in masonary CM 1:5, RCC Slab in CC
1:1.5:3 of thickness 23 C.M., including Cantering &
reinforcement (double jalli at 15 C.M. c/c
bothway 12 mm dia.) but excluding the cost of
Manhole seat cover etc..completed. of Size 1.00 X
1.40 meter (Inside Clear, M.H. length should be
parallel to the flow, for pipe dia <= 800 mm)
8.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.
8.00 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. 19258.04 No.
4.00 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. 26867.86 No.
2.00 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. 44050.00 No.
1.00 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. 66632.14 No.
Constructing Scrapper Slab Type M.H. Chamber of
following size incl. excavation, refilling, brick bats
cement concrete (1:5:10) of thickness 15 C.M., C.C.
channel (1:2:4) of thickness 10 C.M., finished
mm thick cement plaster inside (SRC) & outside
(only for shaft) in C.M.1:3, finishing with cement
26 slurry, P/F 4 mm dia M.S Steel HDPE coated steps
cm c/c at 35 cm staggered Masonry in C.M. 1:5, RCC
slab in CC 1 : 1.5 : 3 of thickness 23 C.M,
including Cantering & reinforcement (double jalli at
C.M c/c bothway 12 mm dia.) but excluding the cost
of Manhole seat cover etc. completed (Inside Clear,
M.H. length should be parallel to the flow,
For Pipe dia. <= 1000 mm
For Pipe dia. <= 1200 mm
Extra rate over item of Constructing Scrapper Slab
Type M.H. Chamber of following size for
27 constructing M.H. Chamber,per 1.00 Decimeter of
additional depth or part there of etc. complete.
(inside) and depth from
For Pipe dia. <= 1000 mm
2.00 1.6 m x 1.6 m Manhole depth from 4.0 to 5. 0 m 736.00 DM
2.00 1.6 m x 1.6 m Manhole depth from 6.0 to 7. 0 m 757.00 DM
For Pipe dia. <= 1200 mm
2.00 1.8 m x 1.8 m Manhole depth from 6.0 to 7. 0 m 836.00 DM
Providing, laying, spreading and compacting graded
stone ggregate 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
subbase / base course on well prepared surface
and compacting with vibratory roller to achieve the
desired density as per MoRTH clause
Cutting the pipes of following dia coming in the
new M.H.in running sewer including cutting bars,
including removing debris /silt from the M.H. and
carting at a suitable distance etc..complete as
directed. No payment for M.H. work will be made
until pipe is not cut completely in all respect.
a 10.00 150 mm to 300 mm dia. 1117.60 No
b 1.00 400 mm to 600 mm dia. 1663.20 No
% ABOVE or % BELLOW
CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER
& STAMP (North West Zone)
AHMEDABAD MUNICIPAL CORPORATION
"North West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.
Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .
1 Name of work REPAIRING OF BREAKDOWN ON MACHINE HALL & EXISTING
DRAINAGE LINE IN DIFFERENT AREAS LIKE TP-28,29,30,
CHANAKYAPURI AREA, SATTADHAR AREA AND OTHER
DIFFERENT AREA IN GOTA WARD OF NWZ.
2 Time Limit 12 Months
3 Eligibility Criteria Register “D” class in PWD in Govt. R&B/CPWD/AMC or equivalent
registration with any other state Govt. or institutions.
4 Estimated Cost put to RS.
5 Earnest Money Deposit RS 1,00,000.00 Demand Draft, Pay order, or Cheque ,Bank
Guarantee(As per finanance circular No 22) in
favour of Municipal Commissioner, Ahmedabad)
To be submitted as prescribed in 7.0 below.
Demand Draft or Bank Guarantee shall be from
Nationalized Bank and valid for 120 days.
6 (A) Security Deposit: 5% of Tender Amount
(B) Retention 1. @ 2% of the value of work done will be deducted from each RA
bill. It will be released along with release of payment of Final Bill.
7 Tender fees (Non RS 2,400.00 Demand Draft / Pay order in favour of Municipal
refundable) Commissioner, Ahmedabad
8 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with
Tender Fees Tender as described in the invitation of tender and submitted to
Assistant Manager(North West zone) , Ahmedabad Municipal
Corporation, North West Zone, Zonal Office", Nr. Atithi Hotel,
Bodakdev Ahmedabad
9 Tenders issue Tenders from the AMC website http://amc.nprocure.com shall be
down loaded from
10 Last date of receiving 11.05.2026 TO 18.00 hrs only. The tenders received after
Tender. this date and time will not be entertained under any circumstances.
11 Date of Opening 13.05.2026 TO 12.00 hrs to Assistant Manager "North West
this date and time will not be entertained under any circumstances.
Zone Office", Rajmata vijyaraje Sindhiya bhavan,Nr.Atithi dining
hall,Judjes bunglow road, Bodakdev
12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/
Document Speed post/ Hand Delivery/ Courier in sealed covers as described in
submission of the tender.
13 Terms, Condition, & All general condition of contract of Form B1 condition of contract
Specification shall be applicable.
14 liquidated damages- 10% of the Amount For Balance work After Date of Completion or extended
Compensation For Delay time Limit.
Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all
the tenders without assigning any reasons thereof.
CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER
& STAMP (North West Zone)
AHMEDABAD MUNICIPAL CORPORATION
Invitation for Bid (IFB)
1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”) invites
sealed Tender document from reputed and qualified bidders for the construction of Works
detailed in the Table below:-
Sr. Name of Works Approximate value of Bid Security Completion
No. works (Rs.) (Rs.) Period
1 REPAIRING OF BREAKDOWN RS 1,00,00,000.00 RS 1,00,000.00 12 months
ON MACHINE HALL &
EXISTING DRAINAGE LINE IN
DIFFERENT AREAS LIKE TP-
28,29,30, CHANAKYAPURI
AREA, SATTADHAR AREA AND
OTHER DIFFERENT AREA IN
GOTA WARD OF NWZ.
2 Tender (a complete set of bidding document) fee shall be Rs 2,400.00 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
3 Interested bidders shall download the tender documents from website http://amc.nprocure.com .
UP TO DT. 11.05.2026 at 18.00 HR 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 "North West Zone, Zonal Office", Nr. Atithi Hotel,Bodakdev
Ahmedabad. Not later than DT. 12.05.2026 17.00 HR
Tender (a complete set of bidding document) fee shall be RS 2,400.00 in the form of Demand
6 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.
CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER
& STAMP (North West Zone)
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
NORTH WEST ZONE
DETAILS OF BANK ACCOUT
1 Contractor's name
3 Telephone/ mobile no.
4 Permanent account no. (PAN no.)
5 Name of the bank
6 Branch name and address
11 Contractor/ supplier's signature
TENDER DECLARATION FORM
Additional City Engineer
North West Zone
Ahmedabad Municipal Corporation
Rajmata vijyaraje Sindhiya bhavan,
Nr.Atithi dining hall, Judjes Bunglow Road, Bodakdev
Name of Work: BREAKDOWN REPARING WORK OF EXISTING DRAINAGE LINE MACHINEHOLE AND DRAINAGE LINE AT
CHANAKYAPURI AREA, JANTANAGAR AREA, TP-28,29,30 AREA & OTHER DIFF. PLACES IN GOTA WARD NWZ
I/We the undersigned have carefully gone through and clearly understood the Tender documents of
above mentioned project comprising of Notice Inviting tenders, Articles of Agreement, Scope of work, Definition
of terms, notes Instructions/Information to Bidder, Condition of Contract, special condition of contract,
Appendices, Specifications, Bill of Quantities, furnished by AHMEDABAD MUNICIPAL CORPORATION.
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 said document
and with such materials as mentioned for, at the respective rates which I/we have quoted in the Price Bid 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,
execute the contract, according to agreement as or in default where of I/we bound myself/ourselves to forfeit
the "Earnest Money Deposit."
I/We understand that if I/We shall not enter in agreement within fifteen days or as decided by AMC
from the date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take
necessary action as deemed fit.
I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money Deposit", for the sum as
mentioned in NIT, the full value of which is to be absolutely forfeited to the Employer If I/We fail to commence
the work specified. Otherwise the Employer shall retain the said sum, as on account of such Security Deposit as
provided for in the aforesaid documents.
I/We agree not to employ sub-contractors other than those that may be approved in accordance with
conditions in the aforesaid documents.
I/We understand that Municipal Commissioner is not bound to accept the lowest or any tender, which
are received. I/We also understand & agree that Municipal Commissioner Reserves the right to allot number of
tenders to successful bidders at his sole discretion in case if I/We am/are lowest in more than one tender.
I/We am/are bound to execute the job if the work order is issued within 90 days from the date of
opening of the tender.
I/We agree to pay the Government income-Tax, Sales-Tax (Central and State), Octroi duties, Royalty on
material (i.e. Aggregate, Sand etc.) And any other taxes prevailing and from time to time on such items on
which the same are leviable and the rates quoted by me/us are inclusive of the same.
Yours faithfully
Seal and Sign of Contractor
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.
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
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
20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the
contractor from the responsibility of replacing defective material brought on site or materials used
in the work found defective at a later date.
21. The contract rate of the item of work shall be for the work completed in all respects.
22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.
23. Collection of approved materials shall be done at site of work in a systematic manner. Materials
shall be stone at site of work in a systematic manner. Materials shall be stored in such a manner as
to prevent damage, deterioration or intrusion of foreign matter and to-ensure the preservation of
their quality and fitness for the work.
24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the
site of work within 24 hours.
25. No materials shall be stored prior to, during and after execution shall be kept in sufficient numbers
and in good working condition on the site of the work.
26. All works shall be carried out in workmanlike manners per the best techniques for the particular
27. All tools, templates, machinery and equipment for correct execution of the work as well as for
checking lines, levels, alignment of the works during execution shall be kept in sufficient numbers
and in good working condition on the site of the work.
28. The mode, procedure and manner of execution shall be such that it does not cause damage or over
loading of the various components of the structure during execution or after completion of the
29. All necessary safety measures and precaution (including those laid down in the various relevant
Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the works
as also of the work itself.
30. The testing charges of all materials shall be borne by the Contractor unless recovery at one percent
towards testing charges is separately made.
INSTRUCTION TO TENDERERS
TENDER VALIDITY PERIOD:
The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days
(90) from opening of price bids.
SECURITY DEPOSIT
Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to
the Corporation Security Deposit of 5% (five percent) of the contract price cheque or Bank
Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.
CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER
& STAMP (North West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL SPECIFICATION
Time limit for the work shall be 12 Month after the order to start the works. Progress of work should be in
proportion to time limit.
The contractor shall be remain responsible for Workmen’s compensation if any accident. The contractor
shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic. He shall be
responsible for any damage to public. If any incident happen, during the execution of work. In case of dispute for
unseen or overlooked items the decision of the Dy. City Engineer shall be final. The contractor shall have to give
site clean of all rubbish during the work and at the time of completion of work and hand over the site with final
finishing of the work as directed. All the rejected materials shall be removed from site within 24 hours by
contractor at this risk and cost. Debris shall have to cart daily from site.
If any extra item crops up during the progress of work the same shall be carried out by the contractor and he
shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in
SOR than based on current market rates. In case of extra item decision of Add. City Engg. shall remain final
regarding 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.
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
The tender for the work shall remain open for a period (120) days from the date of opening of the tenders for
this work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the
period. If any tenderer withdraw or makes any modifications or addition in the terms and conditions of his
tender not acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any
right or remedy be at liberty to forfeit in full the said earnest money and black list the contractor.
If the work is not carried out within the specified time limit. from the date of order to start the work the penalty
of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate bills payable to the
contractor. Contractor has to make his own arrangement for procurement of steel and cement.
Contractors should note the following conditions carefully:-
i) Conditional tender shall not be accepted.
ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.
iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand
draft or in cash.
iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can
be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building
Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.
CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER
& STAMP (North West Zone)
TECHNICAL SPECIFICATIONS
Name of work : REPAIRING OF BREAKDOWN ON MACHINE HALL & EXISTING DRAINAGE
LINE IN DIFFERENT AREAS LIKE TP-28,29,30, CHANAKYAPURI AREA,
SATTADHAR AREA AND OTHER DIFFERENT AREA IN GOTA WARD OF
DETAILS SPECIFICATION OF ITEM
ITEM NO-1 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with
shoring and struting if required as per required gradient and line including safety provisions using
site rails and stacking excavated stuff including up to all required lead cleaning the site etc.
complete for all lifts and strata as specified. In all sorts of soil and soft murrum.
The exca vat ion in the f oundation shall b e carried o ut in true and le vel a nd sha ll have
the width and de pth as req uired and a s d irected. The Contractor shall pro vide nec essar y
slo pes to a s af e angle or ste ps as require d or direct ed at h is own cost No extra pa yment
shall be made f or such preca utio nar y measures taken. The bottom of the exc avated
area shall be leveled both longitudinally and trans verse ly as directed b y removing
excess soil and wat ering as required. No earth f illing will be allo wed f or bringing it to
le vel if by mistak e or any other reaso n excavat ion is made deeper or wider than as
directe d. T he extra depth or width shall be made u p with concrete of the same
proport ion as spec if ied f or the f oundation concrete at the cost of the contractor. T he
excavat ion up to any required depth shall be carried out under this item as req uired and
directe d by engineer in charg e.
Surfac e Ex cavation for Road Wor k :
Excavation exceedin g 1.5 mm in width a nd 10 sq mm on plan but n ot e xceeding 30 cm
in de pth in all k inds of soil which are specif ied shall be as treated as surf ace
Excavation in trenches for ser vice line s- Water suppl y and Drainage :
Excavation in trenches shall be carried out in an y material encou ntered on the site to
enable th e ser vice lines to be laid to the lines and levels sho wn and as d irected.
Excavation shall be made with ad equate and stab le side slopes or shoring strut ting if
necessary. T he con tractor shall pro vide all measures to pr otect adjo in ing properties
ser vice limes etc. T he contract or shall take necessary action to keep excavatio n f ree
Trenches sha ll be wide enoug h to pro vide suf f icient space f or joining and inspection.
The trench bed shall be trimmed and rammed with sprinklin g of sand or murmur so that
the pipes when laid to t he req uired le vels a nd gradients shall b e no the bottom f ully
supporte d along the entire leng th of the pip e. The trench shall be d eep ene d and
widened loca lly to re ceive the sockets and to permit the joint to be made a nd inspe cted.
Bef ore excavat ion is started rails shall be erected at con ve nient places and at all
changes of direct ion and gradie nts at a def inite and as f ar as practicable un if orm height
above th e proposed invert level of the pip es the center lime being clearly mark ed on
each horizontal rail. The depth of excavation a nd le ve l of the pipe invert s hall be
checked by mea ns of benching road of appropriate leng ths.
Disposal of the Excavated Stuff :
The exca vated stuff of the selected type sha ll be used f or f illing the trenches and plinth
or le veling the ground in la yers including ramming and watering etc. complete. The
Contractor shall remove the balance of the e xcavat ed f rom the sit e of work to a place a s
directe d within a lea d unto 50mm and f or all lif t.
Filing of Tren ches:
As soon as t he work in f oundation has been completed and measured the sides of
f oundation shall be cle ared of all dedan s brick bats mortar dropp ing etc. and f illed wit h
earth in la yers not exceeding 15 cm Each layer shall be adequately watered r ammed
well and con so lidate d bef ore the succe eding la yer is la id. The earth shall b e rammed
with iron rammers where f easible and with the butt en ds in la yer of crowbars wh ere
rammer cannot be used. The plinth sh all be sim ilarly f illed with earth in lay ers not
exceeding 15 cm ad equately watered and consolidated by ra mming with iron or wooden
rammers. W hen f illing reaches f inished level the surf ace sha ll b e f looded with wa ter f or
at least 24 hours an d allowed t o dr y and then rammed a nd consolidate d. The f inis hed
le vel of f iling shall be kept to shape and gradient intended to receive an y f loor f inish.
The excavated stuf f of the select ed t ype only sha ll b e allowed to be used f or f illing the
trenches and p linths . Under no circumstances b la ck cotton soil sha ll be used f or f illing
FILLING MAT ERI AL S:
Filling materials may b e either excavated stuff of selecte d materials brought f rom
Excavated stuf f or sele cted earth to b e used sh all be cleared of all rubb ish larg e size
stones brick bats et c. complete and big clo ds shall be broken down to a size of 50 mm
The selected soil and or murmur or any other mater ials shall be got approved bef ore
Ref illing shall be do ne in a systemat ic manner b y the contr actor bef ore ref illing starts,
the contractor sha ll got checked the trenches rea dy f or ref illing.
The space bet ween f oundation masonar y concrete p ip e line and the sides of excavat ion
and/or bottom of f ound at ion shall b e refille d to the original surf ace or up to plint h level
with earth or se lect ed materials in layers of 15 cm to 20 cm each well watered and
Each layer shall be watered and compacted with heavy ramm er bef ore the upper layer is
la id till the f inal leve l is reached to f orm a thoroughly compacted base.
Ref illing on top of pipe sh all be carried out caref ully with se lecte d sof t stuff out of the
excavat ed stuf f. T he ref illing shall b e raised about 5 cams. For subseq uent settle ments.
The contractor shall be resp onsible f or any settlement dur ing passage of time of during
monsoon and the same sha ll be ref illed wit h stuff brought f rom the out side if
The process of ref illing brunches in plint h watering ramming shall b e carried out in suc h
a wa y as not to dan ger to pipe line f or foundatio n f ooting plinth we ll etc. a lread y laid or
If water ing is not done b y contractor with its o wn arra nge meant watering charg es at
20% of this item rate shall be deducted f rom the bill against t his item.
The decision of the Addl. C.E. shall be final and binding to the contractor.
Mode of Measurement shall be paid by CMT basis.
Extra rate over item of excavation of earth if excavation is to be done in wet condition without
resorting to pumping but incl. of bailing out of water.
Mode of Measurement shall be paid by CMT basis.
Extra rate over item of excavation of earth for excavation of asphalt pavement of thickness up to
0.20 meter inclu Up to 0.30 meter (By Breaker Machine including cost of operator, fuel, &
transportation etc complete. ding demolishing the asphalt carpet,metal,soiling etc.comp. with
stacking the material as directed.
a) upto 0.20 meter thickness (By Manual)
b) 0.20 meter to 0.30 meter (By Breaker Machine including cost of operator, fuel, & transportation etc
This Item Rate is Extra rate over item of excavation of earth for excavation of asphalt pavement of thickness up to
0.20 meter inclu Up to 0.30 meter (By Breaker Machine including cost of operator, fuel, & transportation etc complete.
ding demolishing the asphalt carpet,metal,soiling etc.comp. with stacking the material as directed .The decision of the
Addl. C.E. shall be final and binding to the contractor.
Mode of Measurement shall be paid by smt basis.
ITEM NO-4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by
ramming and watering.
Mode of Measurement shall be paid by CMT basis.
Item No.05: Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage,
sludge, excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc.
All the surplus earth/excavated material etc. shall be carried away immediately from the site of work to a
place within distance specified in the relevant item or as directed and ordered by the Engineer, so as not
to cause any inconvenience to the public traffic. 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
The rate of carting including carting of brick bats, metal, rubble vegetable and garbage, if necessary to
clear the road surface.
Mode of Measurement shall be paid by cmt basis.
Item No.06: Providing and supplying and jointing ISI mark only standard length Stoneware Pipes
of following class and diameter including excavation for laying of pipes, insurance, transportation,
freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental
stores, stacking etc. compl. (IS651/1989 or its latest revision) including labour work for lowering,
laying, joiting with cement mortar (1:1) proportion, proper postion, grade and alignment and all
level as directed by engineer in charge including store to site of work jointing material etc
Mode of Measurement shall be paid by RMT basis.
Item No.07: Providing & Supplying ISI Standard RCC pipes (of sulphate resisting cement) in a
standard lengths of following class & dia meter suitable for socket-spigot type including all taxes
insurance, transporation, freight charges, octroi, inspection charges, loading, unloading,
conveyance to departmental stores, staking etc complete (IS 458:1989) Class NP-3, test pressure
0.7/kg/sqcm. Rate also includes supplying RCC collar for RCC pipes including taxes, carting,
loading, unloading, etc complete. Including labour work for lowering, laying, jointing, RCC pipes in
CM 1:1 1/2 of following diameters in proper position, grade and alignent at all as directed by
engineer in charge. (RCC pipe Horizontal cast)
Mode of Measurement shall be paid by RMT basis.
Item No.08: Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10)
for foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside in CM 1:3, finishing
with cement slurry, Brick masonary in CM 1:5 & excluding the cost of chamber seat cover
0.60 X 0.45 mt. size Inside Clear, Depth from
0.0 to 0.90 meter
0.60 X 0.75 mt. size Inside Clear, Depth from
0.0 to 0.90 meter.
0.75 X 0.75 mt. size (Inside Clear) Depth from
0.0 to 1.20 meter.
Mode of Measurement shall be paid by NOS.basis.
Item No.09: Constructing Slab Type M.H. Chamber Of The Following Size Including Excavation,
Refilling, Brick Bats Cement Concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of
thickness 10 C.M., finished 15 mm thick cement plaster inside & outside (Only for shaft) In Cm 1:3,
Finishing With Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At 35 Cm
Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering &
Reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.)But Excluding The Cost Of Manhole
Seat Cover Etc. Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length should be parallel
1.00 to 2.00 meter depth, (Slab at Ground
2.00 to 3.00 meter depth, (Slab at below
Mode of Measurement shall be paid by NOS. basis.
Item No.10: Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x
mt for constructing slab @ depth more than 0.60 mt below Ground Level (Max. 3 unit of DM should
be reduced in this item)
Mode of Measurement shall be paid by D.M basis.
Item No.11: Constructing Slab type M.H. Chamber of the following size including excavation,
refilling, brick bats cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness
10 C.M., finished 15 mm thick cement plaster inside & outside (Only for shaft) in CM 1:3, finishing
with cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in
masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M., including Cantering &
reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but excluding the cost of Manhole
seat cover etc..completed. of Size 1.00 X 1.40 meter (Inside Clear, M.H. length should be
parallel to the flow.
1.00 to 2.00 meter depth, (Slab at Ground
2.00 to 3.00 meter depth, (Slab at below
3.00 to 4.00 meter depth, (Slab at below
Mode of Measurement shall be paid by NOS. basis.
Item No.12: Extra rate over item of Constructing Slab Type M.H./Chamber of following size for
constructing M.H./ Chamber, per 1.00 Decimetre of additional depth or part thereof. etc. complete.
of size 1.00 x 1.40 mt. (inside clear) and Depth from.
Mode of Measurement shall be paid by D.M basis.
Item No.13: Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x
mt for constructing slab @ depth more than 0.60 mt for ( MH 2 to 3 mt depth) and 1.0 mt for (MH
above 3.0 mt depth) below Ground Level (Max. 5 unit of DM should be reduced in this item).
Mode of Measurement shall be paid by D.M basis.
Item No.14: Dismantling of existing Arch type manhole up to Arch and then Const. Slab type
manhole of following size incl. excavation, refilling and & finished 15 mm thick cement plaster
inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in
masonry CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3, including Cantering & reinforcement as
directed by engineer in charge. Rate includes carting of debris and excavated soil.
1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at
C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)
1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at
C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)
1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at
C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)
1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM& reinforcement (double jalli at
C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)
1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at
C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From G.L.)
Mode of Measurement shall be paid by NOS. basis.
Item No.15: Making connection to the ex.M.H.in running sewer incl. Dewatering and other required
machinery etc. of following dia pipes at any convenient time. All damaged work shall be well
repaired as per instructions. etc..complete.
Mode of Measurement shall be paid by NOS. basis.
Item No.16: Cutting the pipes of following dia coming in the new M.H.in running sewer including
cutting bars, including removing debris /silt from the M.H. and carting at a suitable distance
etc..complete as directed. No payment for M.H. work will be made until pipe is not cut completely
in all respect.
Mode of Measurement shall be paid by NOS. basis.
Item No.17: Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick
work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and
existing MH sheet cover, removing the debris from MH and carting the same as directed.
a (A) up to 0.15 mt. (@ Two Coarse)
b (B) up to 0.35mt. (@ Four Coarse)
c (C) up to 0.65 mt. (@ Seven Coarse)
d (D) up to 0.90 mt. (@ Ten Coarse )
Mode of Measurement shall be paid by NOS. basis.
Item No.18: Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick
masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover,
removing the debris from chamber and carting the same as directed.
Mode of Measurement shall be paid by NOS. basis.
Item No.19: Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.
F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & 100 mm
thick circular cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar
for lifting the cover & should be fitted with plastic cups. Frame : 560 mm ø clear opening, outer
size- 888x888x175 mm. On the upper periphery of frame 25 x 3 mm wide MS flat should be well
embed in concrete to protect the edges of frame. FRC E.H.D.-35 manhole cover & frame
described as above
F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, The dimension of
frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table
F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The dimension of
frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table
F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear opening, The
dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table
F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear opening, The dimension
of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table
Mode of Measurement shall be paid by NOS. basis.
Item No.20: Carting and Fixing M.H., Chamber or Catchpit Seat and Cover in line and level to
match exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days
etc. complete as directed. M.H. seat cover will be supplied by A.M.C. (from any store).
Mode of Measurement shall be paid by NOS. basis.
Item No.21: Providing Kachha of Pakka Dummy in the following dia pipes and removing the same
after completion of the connection work as directed.
a 100 mm to 300 mm dia.
b 350 mm to 600 mm dia
Mode of Measurement shall be paid by NOS. basis.
Item No.22: Providing Dead Cantering using good quality Country Wood Planks, wall Plate of
required thickness and size including placing the nece. supports of reqd. size, nailing, fixing with
mortar, levelling. All specification for dead centring as per standard engg. practice etc. comp. as
Mode of Measurement shall be paid by SMT. basis.
Item No.23: 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 Kadia at day / Night
c Makadam/ supervision/Fitter at day / Night
This Item Rate is 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 directedThe decision of the Addl.
C.E. shall be final and binding to the contractor.
Mode of Measurement shall be paid by No basis..
Item No.24: 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 out
side to avoid accident & for smooth traffic diversion & movement including cautionary board etc.
Item also includes for making temporary sufficient nos of lighting arrangement through out the
work with necessary required arrangement. The same shall be removed after completion of work.
(Only for break down work from start to complete).
Mode of Measurement shall be paid by RMT. basis.
Item No.25: Fabricating, supply and erecting in position Standard Structural steel sections
conforming to IS 2062 for railing , skywalk, stair, or other works using ISMB, ISA, ISMC, MS plate,
flat, square bars, pipe, square pipe, rectangular sections, square section, tube, etc. including
welding, cutting, wastage, etc. complete. The rate is inclusive of welding rod, supply & fixing of
correct size nut, bolts, washers, including one primer coat of red lead paint conforming IS:102
Zinc chromate paint conforming to IS:104 followed by two coat of aluminium paint as per IS:2339
OR enamel paint of color as selected by engineer incharge, with all contractor's materials, labour,
tools & plants, in bolted/welded construction as directed by Engineer-in Charge. The waste cut
pieces shall not be included in the paying quantity. The work shall be done as per drawing and
specification. The work shall be carried out as per IS:800, IS:816.
Mode of Measurement shall be paid by KG. basis.
Item No.26: Providing TMT Bar FE415 reinforcement for R.C.C. work including bending, binding
and placing in position complete upto floor two level (upto 10 ton)
Mode of Measurement shall be paid by KG. basis.
Item No.27: Brick work using common burnt clay building bricks having crushing strength not less
than 35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)
Mode of Measurement shall be paid by CMT. basis.
Item No.28: Providing15mm thick cement plaster in single coat on Rough (Similar) side of single or
half brickwalls for interior plastering upto floor two level and finished even and smooth in (i)
Cement mortar 1:3 (1-cement:3-sand).
Mode of Measurement shall be paid by SMT. basis.
Item No.29: Reinstatement of Asphalt road using the same material.
Mode of Measurement shall be paid by SMT. basis.
Item No.30: Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft and
cutt off walls including necessary shuttering laying, vibrating, ramming and curing complete.(B)
Walls, fom top of foundation level upto floor two level.
Mode of Measurement shall be paid by CMT. basis.
Item No.31: Labour charger for lowering existing Ventilating column safely with the help of
required capacity of hydra crane or any type of required capacity of crane. Item also includes
welding machine , gas cutter , electric cutter , breaker etc necessary machineries required for this
work with out damage and item also includes carting the same to the AMC store. etc. comp as
Mode of Measurement shall be paid by NOS. basis.
Item No.32: Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt
including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with
40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside the
catch pit in the proportion of CM (1:3) with out jali etc. comp. as directed.
Mode of Measurement shall be paid by NOS. basis.
Item No.33: CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm
clear opening etc. comp.. As directed by engineer in charge.
Mode of Measurement shall be paid by NOS. basis.
Item No.34: Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following
dia. Including fittings of standard make as approved by Engineer-in-charge.
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)
Mode of Measurement shall be paid by RMT. basis.
Item No.35: 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.
Mode of Measurement shall be paid by RMT. basis.
Item No.36: Providing and operation dewatering Pump including fuel charges & operator Charges
etc. as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be
allowed for non working condition of machinery)
Mode of Measurement shall be paid by SHIFT. basis.
Item No.37: Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost of
to and fro transportation, laying of the delivery hoses as required, lowering and lifting the pumps
as and when required etc. complete. Set Do As Directed. (No payment should be allowed for non
working condition of machinery)
Mode of Measurement shall be paid by HP/HR. basis.
Item No.38: Hiring and operating the 20 KV 3 Phase Electric Generator for operating desilting
machinery, and lighting and other requirements with Arranging diesel to run the D.G. Set Do As
Directed. 8 Hrs Shift. (No payment should be allowed for non working condition of machinery)
Mode of Measurement shall be paid by SHIFT. basis.
Item No.39: 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. (No payment should be allowed for non working condition
of machinery and for pipe line excavation and laying work)
Mode of Measurement shall be paid by HRS. basis.
Item No.40: 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)
Mode of Measurement shall be paid by HRS. basis.
Item No.41: 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. in charge, rate includes all nece. shifting, fuel and operating charges . (No
payment should be allowed for non working condition of machinery)
Mode of Measurement shall be paid by HRS. basis.
Item No.42: Providing & Supplying Hitachi Machine-200 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 all nece. shifting, fuel and operating charges. (No
payment should be allowed for non working condition of machinery)
Mode of Measurement shall be paid by HRS. basis.
Item No.43: Providing & Supplying hydra carne Machine of 12 tone capacity 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. (No
payment should be allowed for non working condition of machinery)
Mode of Measurement shall be paid by Per 8 hr Shift basis.
CONTRACTOR'S SIGNATURE Dy.CITY ENGINEER
& STAMP (North West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL CONDITION
As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be
CONTRACTOR'S SIGNATURE ADD.CITY ENGINEER
& STAMP (North West Zone)
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