Reparing Breckdown of drainage line and strom water line at city area and village area diff locations of Sarkhej ward SWZ.

ThesuccessfulbidderwillbepaidbyAMCaspertenderBOQitemrate+premium.

size,shape,compressivestrength&othertechnicalparameterofpaverBlockshallbeasperISstandards&tenderspe

cificationandshallbecompletelysuccessfulbidder'sresponsibility.

●IfincaseoffailureofpaverBlockorifPaverBlockarenotasperthestandards,thesameshallberejected.Successfulbi

ddershallremovesuchfailedpaverblocksimmediatelyformsiteandfixnewpaverblocksasperstandards.

●Thesuccessfulbiddershallproduceacertificate /billfromAmdabadEnviroProjectsPvt.

Ltd.showingquantityofPaverBlockwhichshouldbeminimum50%oftotalquantity.

1.AlltherelevantcausesmentionedintheTenderwhicharerelatedtoaboveclausesshallbereadasmentionedinabo

2.TheaboveAmendmentshallbePartofTenderdocument&shallbeboundtoContractorandshallbesubmittedalo

ngwithothertenderdocumentswithdulysignedandstamped.

SealandsignatureofthebidderAdditionalCityEngineer

Date :-AHMEDABADMUNICIPALCORPORTION

Tender Fee :Rs1500.00 Date of submission :07.09.2026 Time: :18:00 Hrs

Earnest Money : Rs. 49,488.00 Date of Opening : 07.09.2026 Time: 17:00 Hrs

Contractor’s Name &Address :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Name of Work :- Reparing Breckdown of drainage line and strom water line at city area

and village area diff locations of Sarkhej ward SWZ.

Sr. QTY Item Description Rate in Per Amount

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.

a In all sorts of soil and soft murrum

1.A.1 450.00 Upto 1.50 mt depth 89.00 Cu.M

1.A.2 320.00 1.50 mt to 3.00 mt depth 98.00 Cu.M

1.A.3 120.00 3.00 mt to 4.50 mt depth 103.00 Cu.M

1.A.4 80.00 4.50 mt to 6.00 mt depth 109.00 Cu.M

1.A.5 30.00 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

2 stacking the material as directed.

a 150.00 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 141.79 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 25.00 complete. 311.08 Smt

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

3 650.01 ramming and watering 129.10 Cu.M

CONVEYANCE CHARGES-FOR

DIFFERENT TYPES OF MATERIALS (A)

lime murrum building rubbish earth manure

or sludge & execavated rock and rubbish

4 [Lime murrum building rubbish]

a 120.00 a) Lead up to 1 Km. 256.16 Cmt

b 110.00 b) Lead From 1Km to 2 Km. 278.18 Cmt

c 230.00 c) Lead From 2 Km to 3 Km. 296.43 Cmt

d 250.00 d) Lead From 3 Km to 4 Km. 312.45 Cmt

e 110.00 e) Lead From 4 Km to 5 Km. 326.73 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 etc. complete.

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 90.00 450 mm dia 1361.00 Rmt

c 70.00 600 mm dia 1946.00 Rmt

d 10.00 900 mm dia 3601.00 Rmt

e 5.00 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 100.00 300 mm dia 119.00 Rmt

b 90.00 450 mm dia 171.00 Rmt

c 70.00 600 mm dia 228.00 Rmt

d 10.00 900 mm dia 340.00 Rmt

e 5.00 1200 mm dia 440.00 Rmt

f 5.00 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 1.00 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 50.00 level) (for pipe dia <=230 mm) 5651.79 No.

2.00 to 3.00 meter depth, (Slab at below

b 12.00 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) 460.71 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

12 pipe dia <= 800 mm)

1.00 to 2.00 meter depth,

a 30.00 (Slab at Ground level) 10177.68 No.

2.00 to 3.00 meter depth,

b 15.00 (Slab at below 0.6 mt. From G.L.) 19258.04 No.

3.00 to 4.00 meter depth,

c 1.00 (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

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 1.2 x

2.2 meter (Inside Clear, M.H. length should be

parallel to the flow.

For Pipe dia. 1200 mm

(i) 1.2 m x 2.2 m x 4m (Slab at below 1.00 mt.

1.00 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 1.00 Decimeter of additional

depth or part there of etc. complete. Of size

x 2.20 mt. (inside) and depth from

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

1.00 (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

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.

1.00 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 1.00 Decimeter

of additional depth or part there of etc.

complete. Size 2.2 x 2.2 meter (inside) and depth

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

1.00 (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.

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

18 suitable distance etc..complete as

directed. No payment for M.H. work will

be made until pipe is not cut completely in all

a 35.00 150 mm to 300 mm dia. 1270.00 No

b 10.00 400 mm to 600 mm dia. 1890.00 No

c 5.00 700 mm to 900 mm dia 2250.00 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 50.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

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

c 30.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 10.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 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.

21 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.

a 50.00 1.00 x 0.75 mt (inside clear) RCC Slab of 5892.8571 No

thickness 15 C.M& reinforcement (Single jalli at

15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt

depth (Slab at Ground level)

b 5.00 1.00 x 0.75 mt (inside clear) RCC Slab of 8883.9286 No

thickness 15 C.M& reinforcement (Single jalli at

15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt

depth (Slab at below 1.00 mt.From G.L.)

c 34.00 1.40 x 1.00 mt (inside clear) RCC Slab of 8080.3571 No

thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt

depth (Slab at Ground level)

d 3.00 1.40 x 1.00 mt (inside clear) RCC Slab of 17008.929 No

thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt

depth (Slab at below 1.00 mt. From G.L.)

e 1.00 1.40 x 1.00 mt (inside clear) RCC Slab of 24776.786 No

thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt

depth (Slab at below 1.00 mt. From G.L.)

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

22 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,

10.00 ( Only Cover ) F.R.C. Extra Heavy Duty [EHD- 1770 No.

35] Machinehole Covers & Frame- 560mm ø

clear opening, The dimension of frame and cover

as per mentioned in Amend No.1 to IS 12592 :

5.00 ( Only Frame ) F.R.C. Extra Heavy Duty [EHD- 1760.56 No.

35] Machinehole Covers & Frame- 560mm ø

clear opening, The dimension of frame and cover

as per mentioned in Amend No.1 to IS 12592 :

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

20] Machinehole Covers & Frames- 560mm ø

20.00 (Only Cover) F.R.C. Heavy Duty [HD-20] 1720.44 No.

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as

per mentioned in Amend No.1 to IS 12592 :

table 1 (Only Cover)

10.00 (Only Frame ) F.R.C. Heavy Duty [HD- 20] 1711 No.

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as

per mentioned in Amend No.1 to IS 12592 :

table 1 (Only Frame )

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

[MD-10] Machinehole Covers & Frames-

560mm ø clear opening,

5.00 (Only Cover ) F.R.C. Medium Duty [MD- 10] 1255.52 No.

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as

per mentioned in Amend No.1 to IS 12592 :

5.00 (Only Frame ) F.R.C. Medium Duty [MD- 10] 1204.78 No.

Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as

per mentioned in Amend No.1 to IS 12592 :

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

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

mm clear opening,

5.00 (Only Cover ) F.R.C. Medium Duty [MD- 10] 1204.78 No.

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 :

5.00 (Only Frame ) F.R.C. Medium Duty [MD- 10] 1195.34 No.

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 :

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 30.00 (B) 350 mm to 600 mm dia 302.68 No.

c 12.00 (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.

Supplying, labour for Excavation of all types

of soil at any depth including excavation of

aphalt pavement of any

thickness,demolition of brickwork in cm of

any proportion including staking of

serviceable materials and disposal of

27 unserviceable materia etc. comp. as directed

Mazdoor (Male) at day /Night (R&B SOR

Mazdoor (Female) at day (R&B SOR 2023-24

b 50.00 sr no.1050 Code no.L021) 450.00 No

c 70.00 Makadam/Supervisor/Fitter at Day/Night 640.00 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

29 1.00 directed. 5181.76 No

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)

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

Providing15mm 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 (i) Cement mortar 1:3 (1-cement:3-

Reinstatement of Asphalt road using the same

33 15.00 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 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 (upto

10ton). (As Per Auda Approval Rate)

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

38 4800.00 machinery ) 16.00 H.P/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 )

Hiring Charges For J.C.B.Machine Inclduing

40 240.00 Cost Of Fuel, Operator, Dirver Etc.. 535.71 Hour

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

41 24.00 machinery ) 2000.00 hr

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

42 8.00 machinery ) 2700.00 hr

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.

As working Day hours inclu. Driver (GWSSB

SOR-2022-23 Section-2E-Miscellenous Item

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

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

47 41.92 Provision. 1739.38 cmt

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),

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.

48 5.00 comp. as directed. 3110.80 No.

CatchPit Jali Fixing P/F FRC catch pit jali with

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 Reparing Breckdown of drainage line and strom water line

at city area and village area diff locations of Sarkhej ward

2 Time Limit 12 Months (Excluding Monsoon)

3 Eligibility Criteria Register “E1” 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.49,67,790.00

5 Earnest Money Deposit Rs.49,488/-(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.1500/-Demand Draft / Pay order infavour 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.05.09.2026 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.07.09.2026 at 17.00 Hrsto 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.

14 GST ltKtkFtðþvhevºtlkch - 31, yb>tJt> BGþrlrm5j ftuvtuohNlbtk Ítulj ytuVem / v.J.yu. / «tusu¾x rJCtd îtht htuz /

<t.07-07-2017 Bþsc rcÕz´d/jtEx/c{es Ft<tytu îtht cnth vtzJtbtk ytJujt xuLzh suLþk mcbeNl <t.01-07-

2017 vAe fhJtLþk&tg Au, <uJt<btbxuLzhtubtk<&t

nJuvAecnthvtzJtbtkytJlthWvhtuf<rJCtd/Ft<tltk<btbxuLzhtubtk (bxehegj +

juchmÃjtgmt&u) GSTltltuxeVefuNlBþscGST sgtkjtøþvz<tuntugðgtk, m>hnwkftbltBidder

yuGST ltuxeVefuNlBþscleyuÃjefucejexeægtlbtkhtFeluhuxLþkcez´dfhJtLþkhnuNu.

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

(SouthWest 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 Reparing Breckdown of drainage Rs.49,48,730/- Rs.49,488/- 12 months

line and strom water line at city Monsoon)

area and village area diff locations

of Sarkhej ward SWZ.

2. Tender (a complete set of bidding document) fee shall be Rs. 1500/- 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. 07.09.2026 at 18:00hrs 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-

Seal and Signature of the Bidder Addl. City Engineer

(SouthWest 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 perAs

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.

31. Time limit is to be considered as per given LOI of different approved estimate of workIn failure

complete of work in Specify time limit liquideddamages fordealy close will be applicable .

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 12Month(excludingmonsoon )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:-ReparingBreckdown MH of Strom water drainage line and

Drainage line In Makarba gam, sarkhejgam,Prahaladnagararea , ,anadnagararea

,vanjazrgam ,fatewadigam, nehrunagararea ,bopalghumaarea of Sarkhej ward SWZ.

1 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with

shoring andstruting ifrequired asper requiredgradient andline 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.

a In all sorts of soil and soft murrum

1.A.1 Upto 1.50 mt depth

1.A.2 1.50 mt to 3.00 mt depth

1.A.3 3.00 mt to 4.50 mt depth

1.A.4 4.50 mt to 6.00 mt depth

1.A.5 6.00 mt to 7.50 mt depth

Iteam 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,s

oiling/cutting Reinforcement etc.comp. with stacking the material as directed.

a up to 0.20 meter thickness (By Manual)

b 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, & transportation etc complete.

c 0.30 meter & above (By any type of Breaker Machine or

R.C.C.Cuttermachine including cost of operator, fuel, & transportation etc

Iteam no3 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

Iteam no4 CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS (A) lime

murrum building rubbish earth manure or sludge &execavated rock and rubbish

[Lime murrum building rubbish]

a a) Lead up to 1 Km.

b b) Lead From 1Km to 2 Km.

c c) Lead From 2 Km to 3 Km.

d d) Lead From 3 Km to 4 Km.

e e) Lead From 4 Km to 5 Km.

Iteam no5 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.

Iteam no6 Lowering, layingand jointing Stone ware of followingdiameters in with CM 1:1

paraption in proper position, grade and alingnment at all level as directedby

Engineer-in-charge including conveyance from stores to site of work,and jointing

material etc Comp.

Iteam no7 Providing and supplying ISI Standard R.C.C.pipes(of Sulphate Resisting Cement)

in standardlengths of following class and diameter suitable for either collar joints

or rubber ring joints including all taxes, insurance, transportation, freight charges,

octroi, inspectioncharges, loading, unloading, conveyanceto departmentalstores,

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

Iteam no8 Lowering, layingand jointing R. C. C. pipes in C. M. 1:1 1/2 offollowing

diameters in proper position, gradeand alignmentat alllevel asdirected by

Engineer-in-charge including conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

Class NP2,NP3,NP4

Iteam no9 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.

a 0.60 X0.45 mt.size InsideClear, Depthfrom 0.0 to 0.90meter for pipe dia<=150

b 0.60 X0.75 mt.size InsideClear, Depthfrom 0.0 to 0.90meter for pipe dia<=20 mm.

c 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter for pipe dia<=20 mm

Iteam no10 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.SteelHdpe 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)

a 1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia<=230 mm)

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for pipe dia<=300 mm)

11 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.

unit of DM should be reduced in this item)

Iteam no12 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 diaM.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 Size1.00 X1.40 meter (Inside Clear, M.H. length should be

parallel to the flow, for pipe dia<= 800 mm)

a "1.00 to 2.00 meter depth,

(Slab at Ground level)"

b "2.00 to 3.00 meter depth,

(Slab at below 0.6 mt. From G.L.)"

c "3.00 to 4.00 meter depth,

(Slab at below 1.00 mt. From G.L.)"

Iteam no13 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 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

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 1.00 mt. from G.L.)

Iteam no14 Extra rate over item of Constructing Slab Type M.H. Chamber of following size for

constructing M.H. Chamber, per 1.00 Decimeter of additional depth or part there of

etc. complete. Of size 1.20 x 2.20 mt. (inside) and depth from

(i) 4.0 to 5. 0 meter depth

(ii) 6.0 to 7. 0 meter depth

Iteam no15 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.)

Iteam no16 Extra rate over item of Constructing Scraper Slab Type M.H. Chamber of following

size for constructing M.H. Chamber, per 1.00 Decimeter of additional depth or part

there of etc. complete. Size 2.2 x 2.2 meter (inside) and depth from

(i) 4.0 to 5. 0 meter depth

(ii) 6.0 to 7. 0 meter depth

Iteam no17 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.

a a. 150 mm to 300 mm dia.

b b. 400 mm to 600 mm dia.

c c. 700 mm to 900 mm dia.

d d. Up to 1600 mm dia.

Iteam no18 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 paymentfor M.H.work will

be made until pipe is not cut completely in all respect.

a 150 mm to 300 mm dia.

b 400 mm to 600 mm dia.

c 700 mm to 900 mm dia

Iteam no19 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 0.35 mt. (@ Two Coarse)

c (C) up to 0.65 mt. (@ Seven Coarse)

d (D) up to 0.90 mt. (@ Ten Coarse )

Iteam no20 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.

Iteam no21 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 diaM.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.

a 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single

jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

b 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single

jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt.From

c 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

d 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From

e 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From

Iteam no22 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

a (SET cover and frame) F.R.C. Extra Heavy Duty [EHD-35] Machinehole

Covers & Frame- 560mm ø clear opening,

( OnlyCover ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers &

Frame- 560mm ø clear opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table

( OnlyFrame ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers & Frame-

560mm ø clear opening, The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

b (SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole Covers & Frames- 560mm

ø clear opening,

(Only Cover) F.R.C. Heavy Duty [HD-20] 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 1 (Only Cover)

"(Only Frame ) F.R.C. Heavy Duty [HD- 20] Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS

c (SET cover and frame) F.R.C. Medium Duty [MD-10] Machinehole Covers & Frames-

560mm ø clear opening,

(Only Cover ) F.R.C. Medium Duty [MD- 10] Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS

(Only Frame ) F.R.C. Medium Duty [MD- 10] Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS

d (SET cover and frame) F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x

mm clear opening,

(Only Cover ) 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

(Only Frame ) 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

Iteam no23 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)

Iteam no24 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.

Iteam no25 Providing Kachhaof Pakka Dummy in the followingdia pipes and removing the

same after completion of the connection work as directed.

a (A) 100 mm to 300 mm dia.

b (B) 350 mm to 600 mm dia

c (C) 650 mm to 900 mm dia

d (C) 1200 mm dia

Iteam no26 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.

Iteam no27 Supplying, labour for Excavation of all types of soil at any depth including

excavation of aphalt pavement of any thickness,demolition of brickwork in cm of any

proportion including staking of serviceable materials and disposal of unserviceable

materia etc. comp. as directed

a Mazdoor (Male) at day /Night (R&B SOR 2023-24 sr no.1051 Code no.L022)

b Mazdoor (Female) at day (R&B SOR 2023-24 sr no.1050 Code no.L021)

c Makadam/Supervisor/Fitter at Day/Night

Iteam no28 Barricading the entire break down or excavated area on rental basis using

wooden ballies / M.S.angles at max. 2.00 metercentre 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)

Iteam no29 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

thesame to the AMC store. etc. comp as directed.

Iteam no30 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)

Iteam no31 "Brick work using common burnt clay building brickshaving

crushingstrength notless than35 kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:5. (1- Cement

: 5 -fine sand)(B) Conventional "

Iteam no32 Providing15mm thickcement plaster in single coaton Rough (Similar) side of

single or half brick walls for interior plastering up to floor two level

and finished evenand smoothin (i) Cement mortar 1:3 (1-cement:3-sand)

Iteam no33 Reinstatement of Asphalt road using the same material.

Iteam no34 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 morterbedding madefrom 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

Iteam no35 Providing andCasting insitu ordinarycement concrete M200 for R.C.C. Raft and

cuttoff wallsincluding necessary shuttering laying, vibrating, ramming and curing

complete.(B) Walls, fomtop of foundation level upto floor two level (upto 10ton).

(As Per Auda Approval Rate)

Iteam no36 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)

Iteam no37 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 )

Iteam no38 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 fornon working condition of machinery )

Iteam no39 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 )

Iteam no40 Hiring Charges For J.C.B.MachineInclduing Cost Of Fuel, Operator, DirverEtc..

Iteam no41 Providing &Supplying Hitachi Machine-110 capacity on rental basis in case of

emergency situation and break down type work& alsoduring unavoidablecondition

as per instruction of engg.incharge , rate includes all nece. shifting, fuel

andoperating charges . (No paymentshould be allowed for non working condition

Iteam no42 Providing &Supplying Hitachi Machine-200 capacity on rental basis in case of

emergency situation and break down type work& alsoduring unavoidablecondition

as per instruction of engg.incharge , rate includes all nece. shifting, fuel

andoperating charges . (No paymentshould be allowed for non working condition

Iteam no43 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)

Iteam no44 Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver

(GWSSB SOR-2022-23 Section-2E-Miscellenous Item No.7)

Iteam no45 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

Iteam no46 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)

Iteam no47 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.

Iteam no48 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 outjali

etc. comp. as directed.

Iteam no49 CatchPit Jali 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)