To survey all the old and newly constructed catch pits, storm water/drainage machine holes in the South Zone Khokhra Ward and accordingly to repair all the catch pits, storm water/drainage machine holes and to carry out other related works.

NAME OF WORK: - દક્ષિણ ઝોન ખોખરા વોર્ડ માાં આવેલ તમામ જુના તથા નવા

AUTHORITY -- ENGINEER --

DY. MUNICIPAL COMMISSIONER (SOUTH ZONE) ADD. CITY ENGINEER-5 (SOUTH-ZONE)

AHMEDABAD MUNICIPAL CORPORATION AHMEDABAD MUNICIPAL CORPORATION

SOUTH ZONE OFFICE SOUTH ZONE OFFICE

Dr SHYAMA PRASAD MUKHRJEE BHAVAN Dr SHYAMA PRASAD MUKHRJEE BHAVAN

OPP. MANINAGAR FIRE STATION, RAMBAG. OPP. MANINAGAR FIRE STATION, RAMBAG

AHMEDABAD – 380008 AHMEDABAD –

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

TENDER FORM (SOUTH ZONE)

AHMEDABAD MUNICIPAL CORPORATION

Name Of work :- દક્ષિણ ઝોન ખોખરા વોર્ડ માાં આવેલ તમામ જુના તથા નવા બનાવેલ કેચપીટ, સ્ટ્રોમ વોટર/ડ્રેનેજ

I. Items Qty Unit Rate w/o Amount (Rs.)

Excavation for pipe line trenches for water

supply, sewerage lne, manhole etc. all with

shoring and struting if required as per

required gradient and line including safety

provisions using siterails and stacking

1 excavated stuff including up to all required

lead cleaning the site etc. complete for all

lifts and strata as specified and direction of

engineer incharge. In all sorts of soil and

soft murrum (GWSSB SOR 2022-23 Part 1-

B Item No.1 Page 32)

a Upto 1.50 mt depth 800.00 Cmt 89.00

b 1.5 mt to 3 mt depth 600.00 Cmt 98.00

c 3.00 mt to 4.50 mt depth 400.00 Cmt 103.00

d 4.50 mt to 6.00 mt depth 200.00 Cmt 109.00

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.

Note: Quantity Shoud not be more then the

quantity equal to excavation minus back

filling. (no bulkage) (R&B Ahmedabad City

SOR 2023-24 Statement 5 Item Code

030201A2 Page No.6)

a Lead up to1 Km. 100.00 Cmt 320.20

b Lead From 1 Km to 2 Km. 100.00 Cmt 347.73

c Lead From 2 Km to 3 Km. 100.00 Cmt 370.53

d Lead From 3 Km to 4 Km. 100.00 Cmt 390.56

e Lead From 4 Km to 5 Km. 50.00 Cmt 408.41

f Lead From 5 Km to 10 Km. 50.00 Cmt 417.67

g Lead From 10 Km to 15 Km. 20.00 Cmt 425.67

Extra rate over item of excavation of earth if

excavation is to be done in wet condition

without resorting to pumping out incl. of

bailing out of water. (SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe line

Drainage Work Item No.3 Page 1)

Excavation in bituminous road as per

required gradient and line including safety

provisions using site rails and stacking

excavated stuff inclucing up to all required

lead cleaning the site etc. complete for all

lifts as specified. (GWSSB SOR 2022-23

SECTION : 1 & 2.B - LABOUR 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,

5 soiling /cutting reinforcement etc.comp. 0.00

with stacking the material as directed.

(based on previously approved rate by CE

sir (AMC Drainage SORJan-2016) and As

per Road Project Rate W/O GST

a up to 0.20 meter thickness (By Manual) 400.00 Smt. 71.10

Up to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

6 C.C. (M-15) (GWSSB SOR 2022-23 Sec-

Item.no.3 pg.43 )

Providing and casting in situ C.C. in grade

M-15 (approx. corresp. to prop. 1:2:4)

(proportions as per mix design or as per

Table 9 of IS 456 2000 in masses by weigh

batching ) using granite, quartzite trap metal

of size 6 mm to 20 mm for RCC work,

including scaffolding centering, form work,

needle vibrated consolidation, curing comp.

up to 6 meter depth or height (excluding cost

of reinforcement and neat finishing) with

centering and shuttering/ deshuttering etc.

comp. for structure for other than water

retaining. (GWSSB SOR 2022-23 Sec-1.C

Item no.3 pg.43 )

1. Footing (without form work) 100.00 Cu.M 4732.00

2. Footing for column or foundation (with

C.C. M-25 Control concrete for water

7 retaining structures (GWSSB SOR 2022-23 0.00

Sec-1.C Item no.6 pg.44 )

Providing and cast in situ C.C. in grade M-

25 proportions of ingredients as per mix

design by weigh batching using granite,

quartzite trap metal of size 12 mm to 20 mm

and or 6 mm to 12 mm including scaffolding

centering formwork, needle vibrated

consolidation, curing and hydraulic testing

etc. complete (excluding cost of

reinforcement) with centering and

shuttering/ deshuttering etc. comp. up to

meter height /depth Av. G.L.for all water

retaining structures.

1. Bottom slab or floor slab with shuttering 20.00 Cu. M 8077.00

2. Bottom slab or floor slab – without

3. Bottom dome / roof dome 10.00 Cu. M 8281.00

4. Slant slab/conical wall or conical shell 10.00 Cu. M 8266.00

5. Beams /Ring beams/Ring girders 10.00 Cu. M 8347.00

Vertical Wall 0.00

6. up to 15 cm thick 5.00 Cu. M 8597.00

7. Above 15 cm and up to 20 cm 5.00 Cu. M 8262.00

8. Above 20 cm and up to 25 cm 10.00 Cu. M 8006.00

10. Columns 10.00 Cu. M 9195.00

8 Steel /Reinforcement bars (GWSSB SOR

22-23 Sec-1.C Item no.9 pg.45 ) 0.00

Supplying cutting, bending, binding and

placing in position steel as per plan and

design and as per ISS 2502 including cost of

steel and binding wire for 0.00

reservoirs/structures only including lift up

to 6 meter height or depth below G.L. for all

9.4 Do – deformed (TMT) bars confirming

to relevant IS Fe – 500 grade for all 10.00 MT 77504.00

Brickwork using common burnt clay

building bricks having crushing strength

notless than 35kg./Sq.Cm. in foundation

9 and plinth in Cement Mortar 1:5 (1- 20.00 Cmt 4011.66

Cement:5-finesand) (B) Conventional (upto

10 ton) (Based on Building SOR 2023-24)

10 Cement Plaster ((I.No.17.6 + 17.69 R & B

Providing 15mm thick cement plaster in

single coat on Rough (Similar)side of single

or half brick walls for interior plastering

upto floor two level and finished even and 100.00 Sq.m 222.56

smooth in (i) Cement mortar 1:3 (1-

cement:3-sand) finishing with a floating

coat of neat cement slurry.

B) – do – Without water proofing

Providing and supplying Lowering, laying

and jointing ISI marked only standard

length Stonewate pipes in standard lengths

of following class and diameter with

cement joints in C.M.1:1 proportion in

proper position, grade and alignment at all

level as directed by Engineer- in-charge

including conveyance from stone to site of

work, Jointing material etc.comp. including

all taxes,insurance, transportiton, fright

charges, octroi,inspection charges, loading,

unloading, conveyance to departmental

stores,stacking etc.complete (IS-651-1989)

Class AA (GWSSB SOR 2022-23)Part-1 &

2A (Material Sec) It.No.11.1,Class

A,Pg.No.17+ (GWSSB SOR 2022-23)

SECTION:1 & 2.B-LABOUR It.No.14,

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 for 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. (GWSSB SOR 2022-23

MATERIAL SECTION :-1A Item No.10

10.1.D Class NP3 Test Pressure

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-charg

13 including conveyance from stores to site of 0.00

work, labour, giving hydraulic testing as per

ISI code. (GWSSB SOR 2022-23

SECTION : 1& 2.B - LABOUR Item No.11

11.b Class NP3 0.00

Providing and supplying ISI pipes (Of

Sulphate Resisting Cement) in standard

lengths of following Class and diameter

suitable for either collar joints or rubber ring

14 joints including all taxes, insurance, 0.00

transportation, freight charges,

Octroi,Inspection Charges , Loading,

Unloading Conveynce to Departmental

Store ,Stocking etc.

Class IRS/NP-4 0.00

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-charg

15 including conveyance from stores to site of 0.00

work, labour, giving hydraulic testing as per

ISI code. (GWSSB SOR 2022-23

SECTION : 1& 2.B - LABOUR

Item No.11 Page No.39)

Class IRS/NP-4 0.00

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding

16 cm. in depth consolidation each deposited 1000.00 Cu.m 70.54

layer by ramming and watering (SOR - (Jan.

2016) Rates for work of Drainage /SWD

pipe line Drainage Work Item No.5 Page 1)

Refilling the pipeline trenches incl.

ramming, watering, consolidating desposal

of surplus stuff as directed within a radius of

3 km. (GWSSB SOR 2022-23 SECTION :

1 & 2.B - LABOUR Item No.14 Page

a Refilling as directed 400.00 Cu.m 22.00

b --do-- with selected soil brought from

outside including 200.00 Cu.m 175.00

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. (SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line Drainage

Work Item No.11 Page 2)

a 0.60 X 0.45 mt. size Inside Clear, Depth

from 0.0 to 0.90 meter for pipe dia <=150 10.00 No 2261.61

b 0.60 X 0.75 mt. size Inside Clear, Depth

from 0.0 to 0.90 meter for pipe dia <=230 8.00 No 2874.11

c 0.75 X 0.75 mt. size (Inside Clear) Depth

from 0.0 to 1.20 meter for pipe dia <=230 30.00 No 3905.36

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

CmStaggered Masonary In Cm 1:5, Rcc

Slab In Cc 1:1.5:3 of thickness

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) (SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line Drainage

Work Item No.12 Page 3)

a 1.00 to 2.00 meter depth, (Slab at Ground

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

b 2.00 to 3.00 meter depth, (Slab at below

0.60 mt. From G.L.)(for pipe dia <=300 10.00 No 11395.54

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

20 DM should be reduced in this item) (As Per 1.00 DM 460.71

R.A. Based on Building SOR 2015-16)

(SOR - (Jan. 2016) Rates for work of

Drainage / SWD pipe line Drainage Work

Item No.13 Page 3)

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) (SOR

- (Jan. 2016) Rates forwork of Drainage /

SWD pipe line Drainage Work ItemNo.14

a 1.00 to 2.00 meter depth, (Slab at Ground

b 2.00 to 3.00 meter depth, (Slab at below

mt. From G.L.) 8.00 No 19258.04

c 3.00 to 4.00 meter depth,(Slab at below

mt. From G.L.) 7.00 No 26867.86

d 5.00 to 6.00 meter depth, (Slab at below

e 7.00 to 8.00 meter depth, (Slab at below

Extra rate over item of Constructing Slab

Type M.H. Chamber of following size for

constructing M.H. Chamber, per

Decimetre of additional depth or part

22 thereof. etc. complete. Of size 1.00 x 1.40 0.00

mt. (inside clear) and Depth from (SOR -

(Jan.2016) Rates for work of Drainage /

SWD pipe line Drainage Work Item No.15

a 4.00 to 5.00 meter depth, 4.00 DM 521.43

b 6.00 to 7.00 meter Depth 2.00 DM 536.61

c 8.00 to 9.00 meter Depth 2.00 DM 551.79

d 9.00 to 10.00 meter Depth 2.00 DM 564.29

Rate reduction over item of Constructing

Slab Type M.H. Chamber of size 1.00 x

mt for constructing slab @ depth more than

0.60 mt for ( MH 2 to 3 mt depth) and

23 mt for (MH above 3.0 mt depth) below 6.00 DM 586.61

Ground Level (Max. 5 unit of DM should be

reduced in this item) (SOR - (Jan. 2016)

Ratesfor work of Drainage / SWD pipe line

Drainage Work Item No.16 Page 3)

Dismantling of existing Arch type manhole

upto 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 4mm dia M.S.

Steel HDPE coated steps 35 cm c/c at 35 cm

24 staggered in masonry CM 1:5, incl.cost of 0.00

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 (SOR-(Jan. 2016)

Rates for work of Drainage/SWD pipeline

DrainageWork ItemNo.17 Page 4)

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.) 10.00 No 5892.86

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.) 5.00 No 8883.93

From 2 to 3 mt depth (Slab at below 1.00 mt.

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.) 8.00 No 8080.36

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 10mm dia.) 5.00 No 17008.93

From 2 to 3mt depth (Slab at below

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.) 6.00 No 24776.79

From 3 to 4 mt depth (Slab at below 1.00 mt.

Cutting the pipes of following dia coming in

the new M.H.in running sewer including

including removingdebris /silt from the

M.H. and carting at a suitable distance

etc..complete as directed. No payment for

M.H. work will bemade until pipe is not cut

completely in all respect. (SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe line

Drainage Work Item No.17 Page 4)

a 150 mm to 300 mm dia. 4.00 No 1133.93

b 400 mm to 600 mm dia. 2.00 No 1687.50

c 700 mm to 900 mm dia. 1.00 No 2008.93

26 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.

comp. as directed. (As per R.A. Based on

Building SOR 2015-16)

F.R.C. Strom Water Grating Set:-

Grating(Jali): 740 x 740 x 90mm square

jali, 20:00 MT load design, 90x2mm MS

flat allround, Frame: 600 x 600mm clear

opening, outer size- 900 x 900 x 165 mm.

On the upper periphery of frame 25 x

3mm wide MS flat should be well embded

in concrete to protect the edges of frame

F.R.C. Strom Water Grating

Set :Grating(Jali): 690 x 690 x 70mm

square jali, 20:00 MT load design,

70x2mm MS flat allround,Frame: 600 x

28 600mm clear opening, outer size- 800 x 800 4.00 Set 4741.52

x 120 mm. On the upper periphery

offrame 25x3mm wide MS flat should be

well embed in concrete to protect the edges

F.R.C. Strom Water Grating

Set : Grating(Jali): 620 x 620 x 75 mm

square jali, 20:00 MT load design,

75x1.2mm MS flat allround,Frame: 500 x

29 500mm clear opening, outer size- 770 x 770 4.00 Set 4734.75

x 135 mm. On the upper periphery of

frame 25x1.5mm wide MS fl7at should

be well embed in concrete to protect the

edges of frame.

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

30 work shall be well repaired as per 0.00

instructions. etc..complete. (SOR - (Jan.

2016) Rates for work of Drainage / SWD

pipe line Drainage Work Item No.19 Page

a 150 mm to 300 mm dia. 10.00 No 1339.29

b 400 mm to 600 mm dia. 6.00 No 2232.14

c 700 mm to 900 mm dia. 2.00 No 3125.00

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 (SOR - (Jan.

2016) Rates forwork of Drainage / SWD

pipe line Drainage Work Item No.21 Page

a up to 0.15 mt. (@ Two Coarse) 10.00 No 732.14

b up to 0.35mt. (@ Four Coarse) 10.00 No 1160.71

c up to 0.65 mt. (@ Seven Coarse) 10.00 No 1794.64

d up to 0.90 mt. (@ Ten Coarse ) 10.00 No 2160.71

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

32 sheet cover,removing the debris from 2.00 No 401.79

chamber and carting the same asdirected.

(SOR - (Jan. 2016) Rates for work of

Drainage /SWD pipe line Drainage Work

Item No.22 Page 5)

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same

after completion of the connection work as

directed. (SOR - (Jan. 2016) Rates for work

of Drainage / SWD pipe line Drainage Work

Item No.26 Page 5)

a 100 mm to 300 mm dia. 10.00 No 199.11

b 350 mm to 600 mm dia. 10.00 No 302.68

c 650 mm to 900 mm dia. 5.00 No 642.86

Providing & Constructing Precast RCC

Manhole in RCC M-40 grade Controlled

concrete as per drawing, in OPC including

excavation, 80 mm thick P.C.C. in M-15,

Reinforcement in TMT-500, PVC Foot

steps, Providing & fixing FRC Manhole

frame & cover complete etc. (Drainage

Project Approved Rate)

a For 300,450 & 600 dia. Pipe(upto 4 m.

i 1.2 dia x 2.0m Depth 2.00 No 38936.00

ii 1.2 dia - 2.01 to 2.99 m Depth 2.00 Rmt 9034.00

b For 900 mm dia.pipe for any depth & For

300,450 & 600 dia. Pipe (more than 4 m. 0.00

i 1.5 dia x 2.0m Depth 2.00 No 50265.00

ii 1.5 dia - 2.01 to 2.99 m Depth 2.00 Rmt 10666.00

iii 1.5 dia x 3.0m Depth 2.00 No 58129.00

iv 1.5 dia - 3.01 to 3.99 m Depth 2.00 Rmt 10680.00

v 1.5 dia x 4.0m Depth 3.00 No 67414.00

vi 1.5 dia - 4.01 to 4.99 m Depth 2.00 Rmt 12383.00

Constructing Scrapper Slab Type M.H.

Chamber of following size incl. excavation,

refilling, brick bats cement concrete

(1:5:10) of thickness 15 C.M.,C.C.channel

(1:2:4) of thickness 10 C.M., finished

mm thick cement plaster inside & outside

(only for shaft) in C.M.1:3, finishing with

cement slurry,P/F4 mm dia M.S Steel

35 HDPE coated steps 35 cmc/c at 35 cm 0.00

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 both way 12 mm dia.) but

excluding the cost of Manhole seat cover

etc. completed (Inside Clear, M.H. length

should be parallel to the flow (Drainage

Project Approved Rate)

b <=1200mmdia. 0.00

d <=1600 mmdia. 0.00

Extra rate over item of Constructing

Scrapper Slab Type M.H. Chamber of

following size for constructing M.H.

36 Chamber, per 1.00 Decimeter of additional 0.00

depth or part there of etc.complete. (inside)

and depth from (Drainage Project

a For Pipe dia. <= 1200 mm 0.00

i 1.8 m x 1.8 m Manhole depth from 4.0 to

b For Pipe dia. <= 1400 mm 0.00

ii 2.0 m x 2.0 m Manhole depth from 4.0 to

c For Pipe dia. <= 1600 mm 0.00

iii 2.2 m x 2.2 m Manhole depth from 4.0 to

Temporary / Permanent Plugging for

blocking of sewer line, branch

connections and diversion of flows and

37 removal of all plugs by any means etc. 0.00

comp. as directed by Engineer In Charge

of the work. (GWSSB SOR Itm no-6, PG

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. (SOR - (Jan. 2016) Rates for work

of Drainage / SWD pipe line Drainage Work

Item No.27 Page 5)

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) (SOR- (Jan. 2016) Rates for work

of Drainage / SWD pipe line Drainage

Work Item No.29 Page 6)

Providing Dummy or Plug the Running

Sewer by using M.S. Plate , safety

measures,Labour,mud pump,D.G. set &

40 Transportation of the same machinary also 0.00

inclues removing of dummy when required

and placed labour & Supervisor remain

present till the work comp.etc. as directed.

a 600 mm dia To 1200 mm dia 8.00 No. 60000.00

b Above 1200 mm dia 5.00 No. 90000.00

41 Providing and operation dewatering Pump

charges & operator Charges etc. as directed

(Shift for Eight Hour) (For Each Pump Set,

No payment should be allowed for non

working condition of machinery ) ( Based

on Previously approved rate by C E sir )

42 Dewatering by pumping set (GWSSB SOR

2022-23 Sec-E Item no.1 pg.104 ) 0.00

Dewatering by pumping set of Dewatering

by pumping set of required capacity

including temporary platform carting

pumping at site and fixing the same in

position including all accessories, and fuel

and labour etc.complete.

Pump set of Capacity 40000.00 HP/Hr. 18.32

Hiring and operating the 20 KV 3 Phase

Electric Generator for operating desilting

machinery, and lighting and other

requirements with Arranging diesel to run

43 the D.G. Set Do As Directed. 8 Hrs Shift. 120.00 Shift 2500.00

(No payment should be allowed for non

working condition of machinery ) ( Based

on Previously approved rate by C E sir )

Idealing Charge for 20 KV 3 Phase Electric

Generator (As per Market Rate ) Note:- As

44 per Market rate convert it into Shift to Hour 20.00 Shift 1500.00

Hiring and operating the 60 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

workinh Condition of machinery) (Based on

Previously approved rate by C E sir)

supply super sucker machine incl.

fuel,machine operator ,driver,loading

46 unloading of pipe,suction machine,two silt 12.00 Shift 39000.00

loader,removing silt from loader at

perticular place etc.comp.as directed.

Hiring of Tractor with trolley considering

hrs. as working day hours incl. Driver

(GWSSB SOR 22‐23 It.No.7 pg.no.105

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

48 stacking of useful & non-useful materials 50.00 Hour 535.71

separately up to store. (No payment should

be allowed for non working condition of

machinery and for pipe line excavation and

laying work) (SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line -

Machinery Item No.4 Page no.7)

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

49 includes all nece. shifting, fuel andoperating 30.00 Hr 1785.71

charges . (No payment should be allowed

for non working condition of machinery )

(SOR - (Jan. 2016) Rates for work of

Drainage / SWD pipe line - Machinery Item

No.5 Page no.7)

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

50 includes all nece. shifting, fuel and 60.00 Hr 2410.71

operating charges. (No payment should be

allowed for non working condition of

machinery ) (SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line -

Machinery Item No.6 Page no.7)

Providing & Supplying Any Type Of

Hitachi Machine 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. As Per

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 fornon working

condition of machinery) (Based on central

work shop rate ) (SOR - (Jan. 2016) Rates

for work of Drainage /SWD pipe line -

Machinery Item No.7 Page no.7)

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) (SOR - (Jan.

2016) Rates for work of Drainage / SWD

pipeline - Machinery Item No.9 Page no.7)

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 downwork) (SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe line

- Machinery Item No.10 Page no.7)

Providing & Supplying JCB Breaker

Machine on rental basis for demolish

RCC,asphalt etc.demolition type work &

also during unvoidable condition as per

instruction of engg, incharge , rate includes

all nece.shifting,fuel and operating charges.

Carting and Fixing M.H. Chamber or

Catchpite Seat and Cover in line and level to

match exisisting road level in CC 1:2:4 and

56 finishing smooth, watering and protecting 60.00 No. 750.00

for 7 days etc. complete as directed.M.H.

seat cover will be supplied byA.M.C.(from

any store) (AMC Drainage SOR Jan-2016)

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

the work site etc. comp. Directed.(Based On

Rate Of Central Store Circular No.01/2025-26,

a (SET cover and frame) 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 :

a1 ( Only Cover ) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame-

560mm ø clear opening, The dimension of 2.00 No 3385.59

frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

a2 Only Frame ) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame-

560mm ø clear opening, The dimension of 2.00 No 3029.66

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, The dimension of 30.00 Set 5889.83

frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

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

Machinehole Covers & Frames- 560mm ø

b1 clear opening, The dimension of frame and 2.00 No 3177.97

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

b2 clear opening, The dimension of frame and 2.00 No 3029.66

cover as per mentioned in Amend No.1 to IS

12592 : 2002 table 1 (Only Frame )

(SET cover and 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 12592 :

2002 table 1 (SET cover and frame)

c1 (Only Cover ) F.R.C. Medium Duty [MD-

10] Machinehole Covers & Frames- 560mm

ø clear opening, The dimension of frame 2.00 No 2224.58

and cover as per mentioned in Amend No.1

to IS 12592 : 2002 table

c2 (Only Frame ) F.R.C. Medium Duty [MD-

10] Machinehole Covers & Frames- 560mm

ø clear opening, The dimension of frame 2.00 No 2076.27

and cover as per mentioned in Amend No.1

to IS 12592 : 2002 table

d (SET cover and frame) F.R.C. Light Duty

[LD-2.5] Machinehole Covers & Frames-

560mm ø clear opening, The dimension of 4.00 Set 3050.85

frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

d1 (Only Cover ) F.R.C. Light Duty [LD-2.5]

Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and 2.00 No 1652.54

cover as per mentioned in Amend No.1 to IS

d2 (Only frame ) F.R.C. Light Duty [LD-2.5]

Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and 2.00 No 1525.42

cover as per mentioned in Amend No.1 to IS

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

Duty [MD-10] Chamber Covers & Frame-

600 x 450 mm clear opening, The dimension 35.00 Set 4025.42

of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

e1 (Only Cover ) F.R.C. Medium Duty [MD-

10] Chamber Covers & Frame- 600 x

mm clear opening, The dimension of frame 2.00 No 2224.58

and cover as per mentioned in Amend No.1

to IS 12592 : 2002 table

e2 (Only Frame ) F.R.C. Medium Duty [MD-

10] Chamber Covers & Frame- 600 x

mm clear opening, The dimension of frame 2.00 No 2076.27

and cover as per mentioned in Amend No.1

to IS 12592 : 2002 table

f (SET cover and frame) F.R.C. Light Duty

[LD-2.5] Chamber Cover & Frame - 600 x

450mm clear opening,The dimension of 2.00 Set 3262.71

frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

f1 (Only Cover ) F.R.C. Light Duty [LD-2.5]

Chamber Cover & Frame - 600 x 450mm

clear opening,The dimension of frame and 2.00 No 1822.03

cover as per mentioned in Amend No.1 to IS

f2 (Only Frame ) F.R.C. Light Duty [LD-2.5]

Chamber Cover & Frame - 600 x 450mm

clear opening,The dimension of frame and 2.00 No 1673.73

cover as per mentioned in Amend No.1 to IS

g (SET cover and frame) F.R.C. Light Duty

[LD-2.5] Chamber Cover & Frame - 450 x

450mm clear opening,The dimension of 15.00 Set 2288.14

frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

g1 (Only Cover ) F.R.C. Light Duty [LD-2.5]

Chamber Cover & Frame - 450 x 450mm

clear opening,The dimension of frame and 2.00 No 1355.93

cover as per mentioned in Amend No.1 to IS

g2 (Only Frame ) F.R.C. Light Duty [LD-2.5]

Chamber Cover & Fr0ame - 450 x 450mm

clear opening,The dimension of frame and 2.00 No 1355.93

cover as per mentioned in Amend No.1 to IS

Supplying, labour for break down repairing

work for activitieslike excavation, disliting,

removing debris from trench backfilling etc.

comp. as directed by Eng.in charge. (Rate as

perLabour, Skill Development &

Employment Department, Government of

Gujarat Notification dated 27th March

a Mazdoor At Day/Night (Unskilled Zone-1

Empl. type -6) 250.00 Nos. 452.00

b Mukadam At Day/Night (Semi-skilled

Zone-1 Empl.type -6) 70.00 Nos. 462.00

59 Basic Rate for Labour (SOR Ahmedabad

year 23-24 Page No.39)

Labour charges - Blacksmith 1st Class 2.00 Nos. 681.00

Labour charges - Blacksmith 2nd Class 2.00 Nos. 612.00

Labour charges - Breaker 2.00 Nos. 578.00

Labour charges - Extra labar sinking and

Labour charges - Mason 1st Class 2.00 Nos. 713.00

Labour charges - Mason 2nd Class 2.00 Nos. 633.00

Labour charges - Welder 10.00 Nos. 689.00

Labour charges - Mazdoor (Female) 2.00 Nos. 450.00

Labour charges - Mazdoor (Male) 2.00 Nos. 493.00

60 Filling in plinth with sand under floors

watering ramming, consolidating and

complete (Building SOR 2023-24 Page No.

61 Miscellaneous providing C:C:M:100 for

pipes using trap metal size 12 mm to 50mm

form work curing consolidation etc.

complete 10.00 Cu.M 4113.80

for various location on pipe line using trap

20 mm nominal size (GWSSB SOR 2022-

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

62 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. (Road

Project Approved Rate)

a Production & Supply of WMM 200.00 Cmt. 1708.13

b Laying of WMM 200.00 Cmt. 31.25

Structural steel work riveted,bolted or

welded in built up for all type sections, in

framed work, including cutting, hoisting,

63 fixing in position and applying a priming 15167.26 Kg 126.68

coat of approved steel primer all complete

as per the structural designs and directions

of Engineer in charge.

Provdg. & laying S.W. Gully trap with

brick masonry chamber & water tight

G.T.Stone including fixing of cover Square

mouth trap 100 mm x100 mm size P-Trap (

Based on Building SOR 2023-24, P

Item code- 24006AA)

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 CC 1:2:4 and finishing smooth,

watering and protecting for 7 days etc.

complete as per instruction by engg. in

charge. (Approved Rate) (AMC Drainage

Raising of Existing manhole item

includes,cutting of existing road surround

by Manhole by diamond cutter machine

dismantling of road in confined area by

breaker machine and carting of dismantal

material.item also included necessarey brick

work to raise the manhole at road level in

CM 1:3 item also included fixing of

Manhole frame at exact road level by using

MaserEmaco S 488 trowable fibre

66 reinforced thixotropic repair mortal material 15.00 No. 6815.32

Laying of concrete made form Master

Emaco 5 346 flowable micro concrete

material in desired thickness and laying of

hot bitumanous material in Upper layer and

compaction of hot bitumanious material by

palte compactor machine .Rate also

included necessary plaster at inside of

manhole in CM 1:3 in 20 MM thickness on

raised brickwork.(As per Road Project

Approved rate w/o GST)

Providing and laying cement concrete work

1:2:4 (1-Cement:2-Coarsesand:4-graded

stone aggregates 20mm nominal size) and

curing complete excluding cost of

formwork and rein for cement for reinforced

concrete work in

(A)Foundations,footings,Base or columns

and Mass concrete (upto 10 ton) (Based on

Building SOR 2023-24) It.NO.05010AA,

68 Demolition incl. stacking of serviceable

materials & disposal of unserviceable 0.00

materials with all lead and lift.

(b) Brick work in cement mortar (20003B,

(c) Dismentaling tiled of stone floors laid in

mortar including stacking of serviceable

materilas and disposal of unserviceable 25.00 Smt. 47.25

materials with all lead and lift. (20.23,Page

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

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Add. City Engineer

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

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

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors for

the work mentioned below.

1 Name of work દક્ષિણ ઝોન ખોખરા વોર્ડ માાં આવેલ તમામ જુના તથા નવા બનાવેલ

2 Time Limit 12 Months (Excluding Monsoon)

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

4 Eligibility Criteria Register “C” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs. 1,40,00,000.00/-

6 Earnest Money Deposit Rs.1,40,000.00/- Demand Draft Or Bank Guarantee in favour of

Municipal Commissioner, Ahmedabad to be submitted as prescribed

7 Security Deposit 5 % of the Tender Amount in form of Bank Guarantee / Demand

Draft in favour of Municipal Commissioner, Ahmedabad to be

submitted as prescribed in tender.

8 Tender fees Rs.3,600.00/- Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 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 zone), South zone office, Rambaug,

Maninagar Ahmedabad.

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

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum. The

Tenders. tenders received after latest schedule date and time will not be

entertained under any circumstances.

12 Date of Opening As per Notice inviting Tender / Addendum / Corrigendum to

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

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

13 Mode of sending the Document shall be submitted in sealed envelope systems By

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

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

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

Specification applicable.

15 Defect & Liability The contractor shall be responsible to make good and remedy at this

Period own exppence any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

complition, The within 15 days of recipts of the notice. In the case of

failure on the part of the contractor, the Engineer incharge may rectfy

or remove or reexecute the work at the risk & cost of the contractore.

The Engineer incharge shall be entitled to appropriate the whole or

any part of the amount of security deposit towrdes they expences, If

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

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

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

from the cirtified date of complition. (b) for all works costing more

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

period shall be six (6) month from the cirtified date of compition or

one monsoon , which ever letter.(c) the major project costing more

than Rs. 1 crore , the period shall be 12 months from the cirtified date

of complition which should include one monsoon.(d) For building

works , the period specified in (a) ,(b) & (c) above or elapse of

monsoon period following cirtifide date of complition.,whichever is

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

september may be treated as the last date.

16 Compansation for Delay 10 % of the balance work after Time limit expired as Peta Work

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

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

Bill Final Bill.

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

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

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

19 For E.P.F. Act. As per Account department cicular no.37, date-09/08/2018

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

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

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 Add. City Engineer

ftuLx[tfxhle mne - rm¬tu એર્ી. સીટી ઈજનેર

btuctEj lkch mt&u (œrûtK Ítul)

Seal and Signature of the Bidder ADD. CITY ENGINEER

Seal and Signature of the Bidder ADD. CITY ENGINEER

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

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

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

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

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

"approved" by the Engineering in charge.

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

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

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

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

shall be referred to.

5. All measurement and computations, unless otherwise specified shall be carried out nearest

to the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

thickness shall be followed.

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

specifications shall be deemed to be included therein.

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

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

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

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

any such materials being rejected by the Engineer in charge.

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

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

Architect before using them in the work.

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

removed from the site of work within 24 hours.

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

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

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

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

site of the work.

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

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

satisfactory evidence that such special mode of construction and completion of work to the

required strength and quality. Acceptance of the same by the Engineer in charge shall not

however, absolve the contractor from the responsibility of any adverse effect and

concordance of adopting the same in the course of exaction or completion of the work.

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

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

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

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

work and also of the work itself.

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

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

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

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

to be executed & as per the instruction of Engineer in charge & as per the guidance of AMC's

Consultant for this project.

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

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

which work is awarded for execution.

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

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

will be granted under any circumstances.

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

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

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

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

necessary to fulfill the intent of the plants and specifications.

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

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

Corporation. will be payable by the contractor.

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

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

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

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

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

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

the costs where applicable of connection, meter installation, water consumed, water required

for testing purposes, disconnection and the laying, maintenances and ultimate removal of any

distribution system around the site.

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

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

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

paying all costs in connection therewith.

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

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

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

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

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

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

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

clearance certificate and solvency certificate.

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

advance will be given.

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

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

contractual provisions.

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

Engineer in charge.

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

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

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

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

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

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

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

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

also reserves the right to reject any or all the tenders without assigning any reason thereof.

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

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

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

started & Execution of Agreement to be done than after.

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

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

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

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

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

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

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

40. Conditional tenderes will not be accepted.

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

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

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

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

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

the terms and conditions of tender for the work of

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

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

A'bad specified up to his first written demand, without demur without delay and without the necessity

of a previous of judicial or administrative procedures and without the necessity to prove to the Bank the

defects or short comings or debits of the contractor any sum within the limit of

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

period that would be taken for the acceptance of tender.

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

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

shall be discharge form all liabilities under the guarantee thereafter.

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

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

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

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

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

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

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

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

Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: - દક્ષિણ ઝોન ખોખરા વોર્ડ માાં આવેલ તમામ જુના તથા નવા બનાવેલ કેચપીટ, સ્ટ્રોમ

I/We the undersigned have carefully gone through and clearly understood the Tender documents for the

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

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

before submitting tenders.

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

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

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

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

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

fom1 of agreement as or in default where of I/we bind myself/ ourselves to forfeit the "Earnest Money Deposit."

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

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

action as deemed fit.

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

as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer If I/We fail to

commence the work specified. Otherwise the said sum shall be retained, by the Employer as on account of such.

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

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

Conditions in the aforesaid documents.

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

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

opening of the tender.

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

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

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

Yours faithfully

Signature of the contractor

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ÆÂûtKÍtul - Esluh Ftðþ

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

ftuLx[tfxhle mne - rm¬tu એર્ી. સીટી ઈજનેર

btuctEj lkch mt&u (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

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

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

per design and instructions of ADD. CITY ENGINEER-5 and his order will be considered final.

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

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

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

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

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

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

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

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

case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final. The

contractor shall have to give site clean of all rubbish during the work and at the time of completion of

work and hand over the site with final finishing of the work as directed. All the rejected materials shall

be removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart daily

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

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

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

own arrangement for water required for the work.

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

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

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

Add. City Engg. shall remain final regarding rate.

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

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

the contractor will have to carry out the works and he will be paid at the rate quoted by him. No claim

for extra rate for subsequent changes in site and design is entertained.

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

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

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

will be fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules

framed the to under.

The tender for the work shall remain open for a period (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 work is not started within specified time limit i.e. within ten days from the date of order to

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

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

arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

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

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

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

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

per tender condition only.

CONTRACTOR'SSIGNATURE & STAMP ADD. CITY ENGINEER

Mobile No.:- (South Zone)