Providing & laying of drainage line and Upgrading & Reparing Work of Drainage line In Aanandnagar Area,Corporate Area & Other Diff. Lacation of In Sarkhej ward SWZ.

Name of Work: - As per name of the work mentioned in Tender.

*Special condition of contract for Item_(Providing and laying of interlocking grey paver blocks

unishape of high density 60 mm thick...)mentioned in Technical volume.

● Successful bidder of this tender shall have to purchase 50% of total quantity of paver block from

Amdavad Enviro Projects Pvt. Ltd. The paver blocks shall be as per tender BOQ & tender specifications.

Payment of such 50% Quantity shall be made to Amdabad Enviro Projects Pvt.Ltd. directly by the

successful bidder on mutual agreement of rate between successful bidder & Amdabad Enviro Projects

Pvt. Ltd. AMC shall not be responsible for any kind of dispute between Amdabad Enviro Projects Pvt. Ltd.

& successful bidder or this tender. The successful bidder will be paid by AMC as per tender BOQ item

rate + premium.

● The quality, size, shape, compressive strength & other technical parameter of paver Block shall be as

per IS standards & tender specification and shall be completely successful bidder's responsibility.

● If in case of failure of paver Block or if Paver Block are not as per the standards, the same shall be

rejected. Successful bidder shall remove such failed paver blocks immediately form site and fix new paver

blocks as per standards.

● The successful bidder shall produce a certificate /bill from Amdabad Enviro Projects Pvt. Ltd. showing

quantity of Paver Block which should be minimum 50% of total quantity.

1. All the relevant causes mentioned in the Tender which are related to above clauses shall be read as

mentioned in above AMENDMENT.

2. The above Amendment shall be Part of Tender document & shall be bound to Contractor and shall be

submitted along with other tender documents with duly signed and stamped.

Seal and signature of the bidder Additional City Engineer

Date :- AHMEDABAD MUNICIPAL CORPORTION

Tender Fee : Rs 900.00 Date of submission : 02.03.2026 Time: :18:00 Hrs

Earnest Money : Rs.9,990.00 Date of Opening : 03.03.2026 Time: 16:00 Hrs

Contractor’s Name & Address :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Name of Work :- Providing & laying of drainage line and Upgrading & Reparing Work

of Drainage line In Aanandnagar Area,Corporate Area & Other Diff. Lacation of In

Sarkhej ward SWZ.

Sr. Item Description Rate in

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

1.A.1 101.04 Upto 1.50 mt depth 89.00 Cu.M

1.A.2 35.00 1.50 mt to 3.00 mt depth 98.00 Cu.M

1.A.3 15.00 3.00 mt to 4.50 mt depth 103.00 Cu.M

1.A.4 5.00 4.50 mt to 6.00 mt depth 109.00 Cu.M

1.A.5 5.00 6.00 mt to 7.50 mt depth 113.00 Cu.M

Extra rate over item of excavation of earth

for excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with

stacking the material as directed.

a 10.00 up to 0.20 meter thickness (By Manual) 71.10 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 10.00 complete. 177.76 Smt

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

c 5.00 complete. 311.08 Smt

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding

cm. in depth consolidation each deposited

3 10.00 layer by ramming and watering 70.54 Cu.M

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any

kind executed outside the road site. Rate

also includes spreading & levelling etc

complete. Internal conveyance above 50 mt

done within the work site is not payable.

a 5.00 a) Lead up to 1 Km. 23.38 Cmt

b 10.00 b) Lead From 1Km to 2 Km. 30.94 Cmt

c 30.00 c) Lead From 2 Km to 3 Km. 38.37 Cmt

d 1.00 d) Lead From 3 Km to 4 Km. 45.52 Cmt

e 1.00 e) Lead From 4 Km to 5 Km. 52.42 Cmt

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

Lowering, laying and jointing Stone ware of

following diameters in with CM 1:1

paraption in proper position, grade and

alingnment at all level as directed by

Engineer-in-charge including conveyance

from stores to site of work,and jointing

material etc Comp.

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.

Class NP3 Test Pressure 0.7 Kg/sq.cm

a 100.00 300 mm dia 755.00 Rmt

b 30.00 450 mm dia 1361.00 Rmt

c 5.00 600 mm dia 1946.00 Rmt

d 5.00 900 mm dia 3601.00 Rmt

e 2.50 1200 mm dia 5899.00 Rmt

Lowering, laying and jointing R. C. C.

pipes in C. M. 1:1 1/2 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 code.

Class NP2,NP3,NP4

a 158.40 300 mm dia 119.00 Rmt

b 30.00 450 mm dia 171.00 Rmt

c 5.00 600 mm dia 228.00 Rmt

d 5.00 900 mm dia 340.00 Rmt

e 2.50 1200 mm dia 440.00 Rmt

f 2.50 1600 mm dia 577.00 Rmt

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 etc..completed.

0.60 X 0.45 mt. size Inside Clear, Depth

from 0.0 to 0.90meter for pipe dia <=150

0.60 X 0.75 mt. size Inside Clear, Depth

from 0.0 to 0.90meter for pipe dia <=20

0.75 X 0.75 mt. size (Inside Clear) Depth

c 5.00 from 0.0 to 1.20 meter for pipe dia <=20 mm 3905.36 No.

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 to the flow)

1.00 to 2.00 meter depth, (Slab at Ground

a 5.00 level) (for pipe dia <=230 mm) 5651.79 No.

2.00 to 3.00 meter depth, (Slab at below

b 2.00 0.60 mt. From G.L.) (for pipe dia <=300 mm) 11395.54 No.

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

11 1.00 DM should be reduced in this item) DM

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, for

pipe dia <= 800 mm)

1.00 to 2.00 meter depth,

a 5.00 (Slab at Ground level) 10177.68 No.

2.00 to 3.00 meter depth,

b 3.00 (Slab at below 0.6 mt. From G.L.) 19258.04 No.

3.00 to 4.00 meter depth,

c 0.00 (Slab at below 1.00 mt. From G.L.) 26867.86 No.

Constructing 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

C.M., finished 15 mm thick cement plaster

inside (SRC) & outside (only for shaft) in

C.M.1:3, finishing with cement slurry, P/F

mm dia M.S Steel HDPE coated steps 35 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 15 C.M c/c bothway 12 mm dia.) but

excluding the cost of Manhole seat cover

etc. completed of Size 1.2 x 2.2 meter (Inside

Clear, M.H. length should be parallel to the

For Pipe dia. 1200 mm

(i) 1.2 m x 2.2 m x 4m (Slab at below

0.00 mt. from G.L.) 38586.61 Nos.

Extra rate over item of Constructing Slab

Type M.H. Chamber of following size for

constructing M.H. Chamber, per

Decimeter of additional depth or part there

of etc. complete. Of size 1.20 x 2.20 mt.

14 (inside) and depth from

0.00 (i) 4.0 to 5. 0 meter depth 689.29 DM

0.00 (ii) 6.0 to 7. 0 meter depth 709.82 DM

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 15 mm thick

cement plaster inside (SRC) & outside (only

for shaft) in C.M.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 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 15 C.M c/c

bothway 12 mm dia.) but excluding the cost

of Manhole seat cover etc. completed of

Size 2.2 x 2.2 meter (Inside Clear, M.H.

length should be parallel to the flow,

(i) 2.2 m x2.2 m x 4 m (Slab at below

1.00 mt. from G.L.) 51651.79 Nos.

Extra rate over item of Constructing Scraper

Slab Type M.H. Chamber of following size for

constructing M.H. Chamber, per

Decimeter of additional depth or part there

of etc. complete. Size 2.2 x 2.2 meter (inside)

0.00 (i) 4.0 to 5. 0 meter depth 863.39 DM

0.00 (ii) 6.0 to 7. 0 meter depth 889.29 DM

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.

b 2.00 b. 400 mm to 600 mm dia. 2232.14 No.

c 1.00 c. 700 mm to 900 mm dia. 2790.18 No.

d 1.00 d. Up to 1600 mm dia. 5181.76 No.

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.

b 1.00 400 mm to 600 mm dia. 1687.50 No.

c 2.00 700 mm to 900 mm dia. 2008.93 No.

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 25.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 20.00 (B) up to 0.35 mt. (@ Four Coarse) 1155.44 No.

c 20.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 10.00 (D) up to 0.90 mt. (@ Ten Coarse ) 0.00 No.

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.

Providing F.R.C. MH seat cover incl. carting to

21 the work site etc. comp. Directed.

(SET cover and frame) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame-

560mm ø clear opening,

(SET cover and frame) F.R.C. Heavy Duty [HD-

20] Machinehole Covers & Frames- 560mm ø

(SET cover and frame) F.R.C. Medium Duty

[MD-10] Machinehole Covers & Frames-

560mm ø clear opening,

(SET cover and frame) F.R.C. Medium Duty

[MD-10] Chamber Covers & Frame- 600 x

mm clear opening,

Carting and Fixing M.H., Chamber or Catchpite

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 byA.M.C.(from any store)

Providing and fixing cast iron manhole frame

of weight 80 to 85 kg suitable for existing

EHD-35 FRC MH cover, rate also incl.

loading, unloading and fixing the frame 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

per instruction by engg. in charge.

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same

after completion of the connection work as

b 5.00 (B) 350 mm to 600 mm dia 302.68 No.

c 1.00 (C) 650 mm to 900 mm dia 642.86 No.

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 directed.

Supplying, labour for break down repairing

work for activities like excavation, disliting,

removing debris from trench back filling etc.

26 comp. as directed by Eng.in charge.

a 30.00 Mazdoor at day /Night 363.30 No

b 10.00 Makadam/ supervision at day / Night 379.46 No

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)

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

Providing TMT Bar FE415 reinforcement for

R.C.C. work including bending, binding and

placing in position complete upto floor two level

Brick work using common burnt clay

building bricks having crushing strength not

less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:5. (1- Cement

: 5 -fine sand)(B) Conventional

Providing 15 mm thick cement plaster in single

coat on Rough (Similar) side of single or half

brick walls for interior plastering up to floor two

level and finished even and smooth in (iii)

Cement mortar 1:6 (1-cement:6-sand)

Reinstatement of Asphalt road using the same

32 20.00 material. 103.57 Smt

Raising of MH using new mathod as per

drawing and tech.details below (1) cutting

road by cutter machine up to 0.15mt. Depth

and up to 1.50 X 1.50 sq mt max. area. (2)

Demolishing surrounded portion of MH seat

to remove seat from base masonary by

braker.(3) p/l brick maso. Up to 0.16 mt. in

CM1:3 ( two course) (4) Fixing/Placing MH

seat after base morter bedding made from

MasterEmaco -S488 towerable mortar as

per requirement (5) P/L 10 mm grit mix

conc. made of SHRINKKOMP-30 surround to

MH seat in any thicknes up to 0.35 mm max

below raod level and finish it rough surface.

(6) labour work for laying cold mix bitumin

asphalt up to road surface and make it

smooth finish after properly compacting by

Providing and laying controlled cement

concrete M.200 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete work

in (A) Foundations ,footings, Baseof columns

and Mass concrete (upto 10 ton)

Providing and laying cement concrete 1:4:8 (1-

Cement: 4-coarse sand:8- and broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in(A)

Foundation and Plinth (upto 10 ton)

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 )

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

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.

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

Providing & Supplying Hitachi Machine-

110 capacity on rental basis in case of

emergency situation and break down type

work & also during unavoidable condition

as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and

operating charges . (No payment should

be allowed for non working condition of

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

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.incharge , rate

includes all nece. shifting, fuel and operating

charges . (No payment should be allowed

for non working condition of machinery)

Hiring of tractor with trolley considering 8 Hrs.

43 3.00 as working day hours incl.Driver 2110.50 Shift

Supplying Electric 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

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)

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the

Material with water at OMC in mechanical

mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in sub-

base / base course on well prepared surface

and compacting with vibratory roller to

achieve the desired density as per Codal

46 1.00 Provision. 1739.38 cmt

47 10.00 Constructing Bombay Pattern Type Catch 3110.80 No.

Pit of size 0.60 x 0.60 depth up to 1 mt

including excavation, B.B.C.C. (1:5:10),

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.

48 10.00 CatchPit Jali Fixing P/F FRC catch pit jali with 1377.64 No.

frame 600mm x 600mm clear opening etc.

comp.. As directed by engineer in charge.

(in words also)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South West Zone, Zonal Office", Opp.karnavati club, Jodhpur Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested

1 Name of work Providing & laying of drainage line and Upgrading & Reparing

Work of Drainage line In Aanandnagar Area,Corporate Area &

Other Diff. Lacation of In Sarkhej ward SWZ.

2 Time Limit 12 Months (Excluding Monsoon)

3 Eligibility Criteria Register “E-2” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

4 Estimated Cost put to tender Rs.

5 Earnest Money Deposit Rs.9,990.00 (Demand Draft, Pay order, Bank Guarantee (As per finanance

circular No 56) or Cheque in favour of Municipal Commissioner,

Ahmedabad) To be submitted as prescribed in 7.0 below. Demand Draft

or Bank Guarantee shall be from Nationalized Bank and valid for 120 days.

6 (A) Security Deposit: 5% of Tender Amount

(B) Retention 1. @ 2% of the value of work done will be deducted from each RA bill. It

will be released along with release of payment of Final Bill.

7 Tender fees Rs.900/-Demand Draft / Pay order in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

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

Tender Fees Tender as described in the invitation of tender and submitted to Assistant

Manager (South West zone) , Ahmedabad Municipal Corporation, Late

Shree Tushar Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club,

S.G. highway, Jodhpur, Ahmedabad-380015

9 Tenders issue date Tenders from the website http://amc.nprocure.com and

http://nprocure.com. shall be down loaded from

10 Last date of receiving Dt.02.03.2026 up to 18:00 Hrs The tenders received after this date

Tenders. and time will not be entertained under any circumstances.

11 Date of Opening Dt.03.03.2026 at 17.00 Hrs to Assistant Manager "South west Zone

Shree Tushar Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club,

S.G. highway, Jodhpur, Ahmedabad-380015

12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/ Speed

Documents post/ Hand Delivery/ Courier in sealed covers as described in submission

13 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall be

Specification applicable.

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Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all the

tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Addl. City Engineer

(South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”) invites sealed

Tender document from reputed and qualified bidders for the construction of Works detailed in

the Table below:-

Sr. Name of Works Approximate value Bid Security Completion

No. of works (Rs.) (Rs.) Period

1 Providing & laying of drainage line and Rs.999000.00 Rs.9990.00 12 months

Upgrading & Reparing Work of (Excluding

Drainage line In Aanandnagar Monsoon)

Area,Corporate Area & Other Diff.

Lacation of In Sarkhej ward SWZ.

2. Tender (a complete set of bidding document) fee shall be Rs. 900/- in the form of Demand Draft /

Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER, Ahmedabad,

payable at Ahmedabad, which shall be non refundable. The fees shall be paid at the time of

submitting the tender.

3. Interested bidders shall download the tender documents from website http://amc.nprocure.com

and http://nprocure.com. up to Dt. 02.03.2026 at 18:00 hrs tender fee as mentioned in clause

above shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the above

Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL CORPORATION,

Ahmedabad. Bid Security will have to be in any one of the forms as specified in Clause of ITB

(Instructions to Bidders).

All Bids must be delivered to Assistant Manager "South West Zone, Zonal Office", Late Shree

Tushar Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club, S.G. highway, Jodhpur,

Ahmedabad-380015.

Seal and Signature of the Bidder Addl. City Engineer

(South West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

SOUTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at different

sites simultaneously. Contractor's having labour force available during festivals shall only apply.

Contractor can not stop the work due to on availably of labour force. In case progress is delayed,

contractor shall be penalized 0.1% of Tender amount per day for work done after time limit,

maximum up to 10% for remaining work.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes. Exluding GST as per As

per circular no 38 Date 21.11.2022of finance department of Ahmedabad Municipal Corporation .

9. If the work is not completed within time limit the penalty will be recovered from immediate bills of

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then

contractor shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved" by

the Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to mean

as a reference to the latest edition of the same in force on the date of agreement.

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of specific

mention of a particular point or aspect, the provisions on these particular points, or aspects in the

relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to the

following limits:

(i) Length, width and depth (height)------- 0.01 Meter.

(ii) Areas -----0.01 Sq. Mt.

(iii) Cubic Contents ------0.01 Cu.Mt.

15. The distance, which constitutes lead, shall be determined along the shortest practical route and not

necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be

taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

specifications shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of work is

in the form of a designation containing the number of the specification of the material and prefix 'M'

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the

contractor from the responsibility of replacing defective material brought on site or materials used in

the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall

be stone at site of work in a systematic manner. Materials shall be stored in such a manner as to

prevent damage, deterioration or intrusion of foreign matter and to-ensure the preservation of their

quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the

site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient numbers

and in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the particular

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

checking lines, levels, alignment of the works during execution shall be kept in sufficient numbers

and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or over

loading of the various components of the structure during execution or after completion of the

29. All necessary safety measures and precaution (including those laid down in the various relevant

Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the works

as also of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one percent

towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days

(120) from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to

the Corporation Security Deposit of 5% (five percent) of the contract price cheque or Bank

Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 Month(excluding) after the order to start the works. Progress of work should

be in proportion to time limit.

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

shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible

for any damage to public. If any incident happen, during the execution of work. In case of dispute for unseen or

overlooked items the decision of the Dy. City Engineer shall be final. The contractor shall have to give site clean of

all rubbish during the work and at the time of completion of work and hand over the site with final finishing of

the work as directed. All the rejected materials shall be removed from site within 24 hours by contractor at this

risk and cost. Debris shall have to cart daily from site.

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

be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR

than based on current market rates. In case of extra item decision of Add. City Engg. shall remain final regarding

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

contractor shall carry out the same at his quoted rates without charges any extra and the contractor will have to

carry out the works and he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes

in site and design is entertained.

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

responsible for compliance of the various provisions under contract Act. 1970 and the Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of the tenders for this

work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If

any tenderer withdraw or makes any modifications or addition in the terms and conditions of his tender not

acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any right or

remedy be at liberty to forfeit in full the said earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty

of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor.

Contractor has to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can

be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building

Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

SPECIFICATIONS OF MATERIALS – CIVIL

This section gives detail specifications for mainly used materials, for other materials refer Building Specifications.

For materials relevant specification of Building Specification shall apply.

TECHNICAL SPECIFICATIONS

NAME OF THE WORK Providing & laying of drainage line and Upgrading & Reparing

Work of Drainage line In Aanandnagar Area,Corporate Area & Other Diff. Lacation of In

Sarkhej ward SWZ.

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

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.

Item No.2 : Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of thickness

up to 0.20 meter including demolishing the asphalt carpet, metal, soiling/cutting Reinforcement

etc.comp. with stacking the material as directed.

Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of thickness up

to 0.20 meter including demolishing the asphalt carpet, metal, soiling/cutting Reinforcement

etc.comp. with stacking the material as directed.

Item No.3 : 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

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

Item No.4 : Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated

rock, fly ash, aggregates of any kind executed outside the road site. Rate also includes spreading &

levelling etc complete. Internal conveyance above 50 mt done within the work site is not payable.

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated

rock, fly ash, aggregates of any kind executed outside the road site. Rate also includes spreading &

levelling etc complete. Internal conveyance above 50 mt done within the work site is not payable.

Item No.5 : 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.

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.

Item No.6 : Lowering, laying and jointing Stone ware of following diameters in with CM 1:1 paraption in

proper position, grade and alingnment at all level as directed by Engineer-in-charge including

conveyance from stores to site of work,and jointing material etc Comp.

Lowering, laying and jointing Stone ware of following diameters in with CM 1:1 paraption in

proper position, grade and alingnment at all level as directed by Engineer-in-charge including

conveyance from stores to site of work,and jointing material etc Comp.

Item No.7 : 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.

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.

Item No.8 : Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 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 code.

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 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 code.

Item No.9 : 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 etc.completed.

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 etc.completed.

Item No.10 : 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

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 to the flow)

Item No.11 : Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x 0.75 mt for

constructing slab @ depth more than 0.60 mt below Ground Level (Max. 3 unit of DM should be

reduced in this item)

Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x 0.75 mt for

constructing slab @ depth more than 0.60 mt below Ground Level (Max. 3 unit of DM should be

reduced in this item)

Item No.12 : 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

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

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.

Item No.13 : 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

x 1.40 mt. (inside clear) and Depth from.

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

mt. (inside clear) and Depth from.

Item No.14 : Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x 1.40 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)

Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x 1.40 mt for

constructing slab @ depth more than 0.60 mt for ( MH 2 to 3 mt depth) and 1.0 mt for (MH above

mt depth) below Ground Level (Max. 5 unit of DM should be reduced in this item)

Item No.15 : 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.

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.

Item No.16 : 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.

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.

Item No.17 : 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.

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.

Item No.18 : 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.

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.

Item No.19 : 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.

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.

Item No.20 : Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

Item No.21 : Carting and Fixing M.H., Chamber or Catchpite 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 byA.M.C.(from any store)

Carting and Fixing M.H., Chamber or Catchpite 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 byA.M.C.(from any store)

Item No.22 : Providing Kachha of Pakka Dummy in the following dia pipes and removing the same after

completion of the connection work as directed.

Providing Kachha of Pakka Dummy in the following dia pipes and removing the same after

completion of the connection work as directed.

Item No.23 : 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 directed.

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 directed.

Item No.24 : Supplying, labour for break down repairing work for activities like excavation, disliting, removing

debris from trench back filling etc. comp. as directed by Eng.in charge.

Supplying, labour for break down repairing work for activities like excavation, disliting, removing

debris from trench back filling etc. comp. as directed by Eng.in charge.

Item No.25 : 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)

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)

Item No.26 : 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.

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.

Item No.27 : 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)

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)

Item No.28 : 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)

Conventional.(R & B Building Road Bridge SOR 2021-22 Item Code 06001BA,Item No.as per NBO-

6.12 page no.64Dist. AHMEDABAD SOR 2021-22

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)

Conventional.(R & B Building Road Bridge SOR 2021-22 Item Code 06001BA,Item No.as per NBO-6.12

page no.64Dist. AHMEDABAD SOR 2021-22

Item No.29 : 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) (R & B Building Road Bridge SOR 2021-22 Item Code 17002A,Item

No.as per NBO-17.6 page no.121 Dist. AHMEDABAD SOR 2021-22)

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) (R & B Building Road Bridge SOR 2021-22 Item Code 17002A,Item

No.as per NBO-17.6 page no.121 Dist. AHMEDABAD SOR 2021-22)

Item No.30 : Reinstatement of Asphalt road using the same material.

Reinstatement of Asphalt road using the same material.

Item No.31 : 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.

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.

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)Providing and fixing to wall ceiling and floor 6.0Kg.F/Cm2

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)

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)

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)

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 )

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 )

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)

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)

Item No.40 : 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)

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)

Item No.41 : 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)

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)

Item No.42 : 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)

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)

Item No.42 : Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver

Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver

Item No.44 : Supplying Electric 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)

Supplying Electric 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

Item No.45 : 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)

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

Item No.46 : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

specification including premixing the Material with water at OMC in mechanical mix plant carriage

of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the desired density as per Codal

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

specification including premixing the Material with water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared

surface and compacting with vibratory roller to achieve the desired density as per Codal Provision.

Item No.47 : 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.

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.

Item No.48 : 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.

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.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER

STANDARD P.W.D. TECHNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE

BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE,

SPECIFICATION GIVEN BY THE ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR

THE SAME I AGREE TO ABIDE BY THEM.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions

will be applied.

Seal and Signature of the Bidder Addl. City Engineer

Date: (South West Zone)