Regarding the work of replacing the drainage line or drainage section on the main TP Road, handled by the Vatva Monsoon Control Room in the Vatva Ward of the South Zone.

(4) Date of e-Tender (Technical Bid) Opening : Dt. 12-10-2026 up to 17.00 hours

(5) Date of e-Tender (Price Bid) Opening : To be intimated after technical bid evaluation

AUTHORITY ENGINEER

DEPUTY MUNICIPAL COMMISSIONER ADDITIONAL CITY ENGINEER

SOUTH ZONE 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

Name Of work :- Regarding the work of replacing the drainage line or drainage section on the main TP Road, handled by the

Vatva Monsoon Control Room in the Vatva Ward of the South Zone

I. No. Items Qty Unit 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

1 stacking 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 3000.00 Cmt 89.00

b 1.5 mt to 3 mt depth 2000.00 Cmt 98.00

c 3.00 mt to 4.50 mt depth 1000.00 Cmt 103.00

d 4.50 mt to 6.00 mt depth 500.00 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. 50.00 Cmt 320.20

b Lead From 1 Km to 2 Km. 50.00 Cmt 347.73

c Lead From 2 Km to 3 Km. 50.00 Cmt 370.53

d Lead From 3 Km to 4 Km. 50.00 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. 50.00 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)

Demolition incl. stacking of serviceable materials & disposal of

unserviceable materials with all lead and lift.

Brick work in cement mortar (20003B, 20.11, Page 140) (R & B

Dismentaling tiled of stone floors laid in mortar including stacking

(c) of serviceable materilas and disposal of unserviceable materials 100.00 Smt. 47.25

with all lead and lift. (20.23, Page 140) (R & B SOR 2023-24)

Extra rate over item of excavation of earth for excavation of asphalt

pavement/RCC of thickness up to 0.20 meter including demolishing

the asphalt carpet, metal, soiling /cutting reinforcement etc.comp.

with stacking the material as directed. (based on previously

approved rate by CE sir (AMC Drainage SOR Jan-2016) and As per

Road Project Rate W/O GST

a up to 0.20 meter thickness (By Manual) 1000.00 Smt. 71.10

Up to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter

b machine including cost of operator, fuel, & transportation etc 500.00 Smt. 177.76

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

c R.C.C.Cutter machine including cost of operator, fuel, & 500.00 Smt. 311.08

transportation etc complete.

Providing and laying cement concrete work 1:2:4 (1-Cement: 2-

Coarse sand: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

C.C. M-25 Control concrete for water retaining structures (GWSSB

SOR 2022-23 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 6 meter height /depth Av. G.L.for all water

retaining structures.

1. Bottom slab or floor slab with shuttering 50.00 Cu. M 8077.00

2. Bottom slab or floor slab – without shuttering 30.00 Cu. M 6705.00

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

6. up to 15 cm thick 10.00 Cu. M 8597.00

7. Above 15 cm and up to 20 cm 10.00 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

Providing and laying in position Ready Mixed M200 grade concrete

for reinforcedcement conctere \work , using cement content as per

approved Design Mix manufactured in fully automatic

batchingplant and transported to site of work in transit mixer for a

lead up to 10 kms having continuous agitated mixer, manufactured

as per mix design of specified grade for reinforcedcement concrete

work including pumping of R.M.C. from transit mixer to siteof

8 laying,excluding the cost of centering shuttering finishing and 100.00 Cu. M 4793.10

reinforcement including cost of admixtures in recommended

proportions asper IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability as

per direction of the Engineer- in- charge.Without FlyAsh (Min

cement level as per latest IS 456 shall be maintained) (Based On

Building Works Ahmedabad City R & B SOR 2023-24)

It.Code.5056, Pg No.67

Providing and laying in position Ready Mixed M250 grade concrete

for reinforced cement conctere work , using cement content as per

approved Design Mix manufactured in fully automatic batching

plant and transported to site of work in transit mixer for a lead up to

10 kms having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforcedcement concrete work

including pumping of R.M.C. from transit mixer to site of

9 laying,excluding the cost of centering shuttering finishing and 100.00 Cu. M 4853.56

reinforcement including cost of admixtures in recommended

proportions asper IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability as

per directi on of the Engineer- in- charge.Without FlyAsh (Min

cement level as per latest IS 456 shall be maintained) (Cement level

450 kg ) (Based On Building Works Ahmedabad City R & B SOR

2023-24) It.Code.5055, Pg No.66

Providing & Applying Tri mix with Dewatering Machine floter

10 machine on constructed RCC work including Machine & Labour etc 1000.00 Smt 54.00

Comp as directed (approved rate

Making 15 mm Groove on RCC work on road and fill it with poly

11 sulfied selant and finished it good include all labour charges etc 500.00 Rmt 30.00

Comp as directed

Labour work of fixing kurb any design of central verge,

(both side) footpath kurb, items includes necessary excavation,

asphalt cutting of any thickness, erecting in line and position and

12 pointing with cement mortar (1:3), watering, etc complete, filling 300.00 Rmt 136.40

with zari along the side of the kurb, the kurb stone fix prepared with

bitumnious top surface, as directed by engineer in charge.

Labour work for fixing interlocking blocks / any kind of pavement

on up to 50 mm th sand bedding, levelling, watering and fixing in

line & level as well cleaning the site etc.comp. as directed.(AMC

approved Rate )

Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape

(Usually Uni-Paver Blocks) using black trap good quality aggragate

of 20 mm nominal size for footpath, parking areas, service lanes

and other areas as mentioned in the drawing/instruction of

engineer in charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required grading and

specification. The paver block shall be mechanically compacted.

14 The work of paving blocks shall be executed in line and level by 300.00 Smt 501.60

skill mason of flooring work only. It should be laid in such a way

that the no cutting of the paver block to be necessary. if cutting of

paver block necessary then it should be cut by machine only and

carting. The finished surface of the paver block shall have resonably

good, plain finished. Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of materials shall not be

allowed for production. Laying on 5 cms thick sand beddding.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb

Block for Footpath in M-20 grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork , mould with well equipped with

vibratory system for kerb stones of approved design including curing, etc.

complete, including the cost of formwork etc. complete. The rate shall

also include necessary cutting of asphalt, fixing the Kerb stones in line

and level on 5 cm thick sand bedding with necessary equipments and

materials. The rate shall also include the flush pointing in CM (1:3) for all

joints of the kerbstones. Filling of zari alone the sides of the kerb stone

fixed with Bituminous concrete mixed in proper position as directed by

Engineer in change to form a portable mixture. In any case Gravel or

such type of materials shall not be allowed for production. a) Laying on

cm thick Sand Bedding.

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long

M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats

fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals of

16 galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, 500.00 Rmt 385.40

strained and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc

complete.(R&B SOR 2023-24 PG NO-156,22001)

Steel /Reinforcement bars (GWSSB SOR 22-23 Sec-1.C Item no.9

Supplying cutting, bending, binding and placing in position steel as

per plan and design and as per ISS 2502 including cost of steel and

binding wire for reservoirs/structures only including lift up to

meter height or depth below G.L. for all diameters.

9.4 Do – deformed (TMT) bars confirming to relevant IS Fe –

grade for all diameters.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and

18 plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand) (A) 100.00 Cu.M 4345.02

Modular (Based On Building Works Ahmedabad City R & B SOR

2023-24) It.No.6.12 It.Code.06001AA, Pg No.70

19 Cement Plaster ((I.No.17.6 + 17.69 R & B SOR 2023-24 )

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 smooth in (i) Cement mortar 200.00 Sq.m 222.56

1:3 (1- cement:3-sand) finishing with a floating coat of neat cement

B) – do – Without water proofing compound. 300.00 Sq.m 195.00

Providing and supplying Lowering, laying and jointing ISI marked

only standard length StonewaRe 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, Pg.No.40

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 Page No.15)

10.1.D Class NP3 Test Pressure 0.7 Kg/sq.cm

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 including conveyance from

stores to site of work, labour, giving hydraulic testing as per ISI

code. (GWSSB SOR 2022-23 SECTION : 1 & 2.B - LABOUR

Item No.11 Page No.39)

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 Page No.15)

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 including conveyance from

stores to site of work, labour, giving hydraulic testing as per ISI

code. (GWSSB SOR 2022-23 SECTION : 1 & 2.B - LABOUR

Item No.11 Page No.39)

Filling available excavate dearth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20cm. in

25 depth consolidating each disposited layer by ramming and 200.00 Cu.m 129.10

watering. (Based On Building Works Ahmedabad City R & B SOR

2023-24) It.No.4.12 It.Code.4006, Pg No.48

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 No.40)

a Refilling as directed 2000.00 Cu.m 22.00

--do-- with selected soil brought from outside including

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

27 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

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter for

pipe dia <=150 mm.

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter for

pipe dia <=230 mm.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter

for pipe dia <=230 mm

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

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

28 Masonary In Cm 1:5, Rcc Slab In Cc 1:1.5:3 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) (SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe line Drainage Work Item

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

2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for

pipe dia <=300 mm)

Rate reduction over item of Constructing Slab Type M.H. Chamber

of size 1.00 x 0.75 mt for constructing slab @ depth more than

mt below Ground Level (Max. 3 unit of DM should be reduced in

this item) (As Per 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

30 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 for work of Drainage / SWD pipe line Drainage

Work Item No.14 Page 3)

a 1.00 to 2.00 meter depth, (Slab at Ground level) 50.00 No 10177.68

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 50.00 No 19258.04

c 3.00 to 4.00 meter depth,(Slab at below 1.00 mt. From G.L.) 20.00 No 26867.86

d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.) 5.00 No 44050.00

e 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From G.L.) 1.00 No 66632.14

Extra rate over item of Constructing Slab Type M.H. Chamber of

following size for constructing M.H. Chamber, per 1.00 Decimetre

of additional depth or part thereof. etc. complete. Of size 1.00 x

1.40 mt. (inside clear) and Depth from (SOR - (Jan.2016) Rates for

work of Drainage / SWD pipe line Drainage Work Item No.15 Page

a 4.00 to 5.00 meter depth, 10.00 DM 521.43

b 6.00 to 7.00 meter Depth 5.00 DM 536.61

c 8.00 to 9.00 meter Depth 5.00 DM 551.79

d 9.00 to 10.00 meter Depth 5.00 DM 564.29

Rate reduction over item of Constructing Slab Type M.H. Chamber

of size 1.00 x 1.40 mt for constructing slab @ depth more than

mt for (MH 2 to 3 mt depth) and 1.0 mt for (MH above 3.0 mt

32 depth) below Ground Level (Max. 5 unit of DM should be reduced 30.00 DM 586.61

in this item) (SOR - (Jan. 2016) Rates for 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 4 mm dia M.S. Steel HDPE coated steps 35 cm c/c at 35 cm

33 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 (SOR-(Jan. 2016) Rates for work of Drainage / SWD pipeline

Drainage Work Item No.17 Page 4)

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

a reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) 50.00 No 5892.86

From 0 to 2 mt depth (Slab at Ground level)

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

b reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) 30.00 No 8883.93

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

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

c reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) 30.00 No 8080.36

From 0 to 2 mt depth (Slab at Ground level)

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

d reinforcement (double jalli at 15 C.M. c/c bothway 10mm dia.) 10.00 No 17008.93

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

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

e reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) 2.00 No 24776.79

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

Constructing Bombay Pattern Type CatchPit of size 0.60 x

depth upto1mt 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

34 flooring in the prop M15 at bottom and 15 mm thick cement plaster 100.00 No 3125.00

inside the catchpit in the proportion of CM (1:3) without jali etc.

comp. as directed. (As per R.A. Based on Building SOR 2015-16)

(AMC Drainage SOR-Jan-2016)

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame

35 600 mm x 600 mm clear opening etc. comp. As directed by 50.00 No 1522.00

engineerin charge.

Cutting the pipes of following dia coming in the new M.H. in

running sewer including cutting bars, including removing debris /

silt from the M.H. and carting at a suitable distance etc..complete as

directed. No payment for M.H. work will 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. 30.00 No 1133.93

b 400 mm to 600 mm dia. 20.00 No 1687.50

c 700 mm to 900 mm dia. 10.00 No 2008.93

F.R.C. Strom Water Grating Set:- Grating(Jali): 740 x 740 x

90mm square jali, 20:00 MT load design, 90x2 mm MS flat all

round, 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

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 600mm

clear opening, outer size- 800 x 800 x 120 mm. On the upper

periphery offrame 25x3mm wide MS flat should be well

embed in concrete to protect the edges of frame.

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 500mm

39 clear opening, outer size- 770 x 770 x 135 mm. On the upper 10.00 Set 4734.75

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

40 pipes at any convenient time. All damaged work shall be well

repaired as per instructions. etc..complete. (SOR - (Jan. 2016) Rates

for work of Drainage / SWD pipe line Drainage Work Item No.19

b 400 mm to 600 mm dia. 20.00 No 2232.14

c 700 mm to 900 mm dia. 5.00 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 for work of Drainage /

SWD pipe line Drainage Work Item No.21 Page 4)

a up to 0.15 mt. (@ Two Coarse) 20.00 No 732.14

b up to 0.35mt. (@ Four Coarse) 20.00 No 1160.71

c up to 0.65 mt. (@ Seven Coarse) 30.00 No 1794.64

d up to 0.90 mt. (@ Ten Coarse ) 50.00 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 sheet cover,removing the

debris from 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. 50.00 No 199.11

b 350 mm to 600 mm dia. 50.00 No 302.68

c 650 mm to 900 mm dia. 10.00 No 642.86

Providing & Constructing Precast RCC Manhole in RCC M-40

grade Controlled concrete as per drawing, in OPC including

44 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. depth)

i 1.2 dia x 2.0 m Depth 2.00 No 38936.00

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

For 900 mm dia.pipe for any depth & For 300,450 & 600 dia. Pipe

(more than 4 m. depth)

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 2.00 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 15 mm thick cement plaster inside & outside (only for

shaft) in C.M.1:3, finishing with cement slurry,P/F4 mm dia M.S

45 Steel HDPE coated steps 35 cmc/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 both way

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)

a <= 1000 mm dia.

c <= 1400 mm dia.

d <=1600 mmdia.

Extra rate over item of Constructing Scrapper Slab Type M.H.

Chamber of following size for constructing M.H. Chamber, per

46 Decimeter of additional depth or part there of etc.complete. (inside)

and depth from (Drainage Project Approved Rate)

a For Pipe dia. <= 1200 mm

i 1.8 m x 1.8 m Manhole depth from 4.0 to 5. 0 m 5.00 DM 732.25

b For Pipe dia. <= 1400 mm

ii 2.0 m x 2.0 m Manhole depth from 4.0 to 5. 0 m 5.00 DM 801.69

c For Pipe dia. <= 1600 mm

iii 2.2 m x 2.2 m Manhole depth from 4.0 to 5. 0 m 5.00 DM 872.03

Temporary / Permanent Plugging for blocking of sewer line,

47 branch connections and diversion of flows and removal of all

plugs,etc. (GWSSB SOR 2022-23 It.no-6, Pg no-102)

a 300 mm dia & below sewer line 20.00 No. 1210.00

b 400 to 500 mm dia.sewer line 20.00 No. 1452.00

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 & Transportation of

50 the same machinary also inclues removing of dummy when required

and placed labour & Supervisor remain present till the work

comp.etc. as directed.(Drainage Project Approved Rate)

a 300 mm dia to 600 mm dia 5.00 No. 40000.00

b 600 mm dia To 1200 mm dia 5.00 No. 60000.00

c Above 1200 mm dia 5.00 No. 90000.00

Dewatering by pumping set (GWSSB SOR 2022-23 Sec-E Item

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 10000.00 HP/Hr. 18.32

Hiring and operating the 20 KV 3 Phase Electric Generator for

operating desilting machinery, and lighting and other requirements

52 with Arranging diesel to run the D.G.Set Do As Directed. 8 Hrs 250.00 Shift 2500.00

Shift. (No payment should be allowed for non working condition of

machinery ) (Based on Previously approved rate by C E sir )

Hiring and operating the 60 KV 3 Phase Electric Generator for

operating desilting machinery and lighting and other requirements

53 with Arranging diesel to run the D.G. set Do As Directed. 8 Hrs 50.00 Shift 8400.00

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

54 loading unloading of pipe ,suction machine , two silt loader , 5.00 Shift 39000.00

removing silt from loader at perticular place etc.comp.as directed.

Hiring of Tractor with trolley considering 8 hrs. as working day

55 hours incl. Driver (GWSSB SOR 22‐23 It.No.7 Pg.no.105 Part.2 E. 50.00 Day 2104.09

Providing & Supplying JCB Machine on rental basis in case of

emergency situation and break down type work & also during

unavoidable condition as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and operating charges and stacking

56 of useful & non-useful materials separately up to store. (No 250.00 Hour 535.71

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

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

57 engg.incharge , rate includes all nece. shifting, fuel andoperating 200.00 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

58 engg.incharge , rate includes all nece. shifting, fuel and operating 100.00 Hr 2410.71

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.6 Page no.7)

Providing & Supplying Any Type Of Hitachi Machine capacity on

rental basis in case of emergency situation and break down type

59 work & also during unavoidable condition as per instruction of 50.00 Hr 1400.00

engg.incharge , rate includes all nece. shifting, fuel and operating

charges.As Per Market Rate.

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 Per 8 Hr

charges . (No payment should be allowed fornon working condition Shift

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

61 working condition of machinery and for pipe line excavation 50.00 Shift 1071.43

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

62 working condition of machinery and for pipe line excavation and 100.00 Hour 535.71

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

64 finishing smooth, watering and protecting for 7 days etc. complete 300.00 No. 750.00

as directed.M.H. seat cover will be supplied by A.M.C.(from any

store) (AMC Drainage SOR Jan-2016)

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

65 Directed.(Based On Rate Of Central Store Circular No.01/2025-26

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

Machinehole Covers & Frame-560 mm ø clear opening, The

dimension of frame and cover as per mentioned in Amend No.1 to

IS 12592 : 2002 table

( Only Cover ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole

Covers & Frame-560 mm ø clear opening, The dimension of frame

and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

Only 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 : 2002 table

(SET cover and 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 12592 : 2002 table

(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

(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 12592 : 2002 table 1 (Only

(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)

(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 12592 : 2002 table

(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 12592 : 2002 table

(SET cover and frame) F.R.C. Light Duty [LD-2.5] Machinehole

Covers & Frames- 560mm ø clear opening, The dimension of frame

and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

(Only Cover ) F.R.C. Light Duty [LD-2.5] Machinehole Covers &

d1 Frames- 560mm ø clear opening, The dimension of frame and cover 10.00 No 1652.54

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

(Only frame ) F.R.C. Light Duty [LD-2.5] Machinehole Covers &

d2 Frames- 560mm ø clear opening, The dimension of frame and cover 10.00 No 1525.42

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

(SET cover and 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 12592 :

(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 12592 : 2002 table

(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 12592 : 2002 table

(SET cover and frame) F.R.C. Light Duty [LD-2.5] Chamber Cover

& Frame - 600 x 450mm clear opening,The dimension of frame and

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

(Only Cover ) F.R.C. Light Duty [LD-2.5] Chamber Cover & Frame

f1 - 600 x 450mm clear opening,The dimension of frame and cover as 5.00 No 1822.03

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

(Only Frame ) F.R.C. Light Duty [LD-2.5] Chamber Cover &

f2 Frame - 600 x 450 mm clear opening,The dimension of frame and 5.00 No 1673.73

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

(SET cover and frame) F.R.C. Light Duty [LD-2.5] Chamber Cover

& Frame - 450 x 450mm clear opening,The dimension of frame and

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

(Only Cover ) F.R.C. Light Duty [LD-2.5] Chamber Cover & Frame

g1 - 450 x 450mm clear opening,The dimension of frame and cover as 5.00 No 1355.93

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

(Only Frame ) F.R.C. Light Duty [LD-2.5] Chamber Cover &

g2 Fr0ame - 450 x 450mm clear opening,The dimension of frame and 5.00 No 1355.93

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

Supplying, labour for break down repairing work for activities like

66 excavation, disliting, removing debris from trench backfilling

etc.comp. as directed by Eng.in charge.

Mazdoor At Day/Night (Ahmedabad City SOR-2023-24,Page

No.39, Sr.no.1065, Code L037)

Makadam/supervision at day/Night (Ahmedabad City SOR-2023-

24, Page No.39, Sr.no.1058, Code L029)

Basic Rate for Labour (SOR Ahmedabad City year 23-24 Page

Labour charges - Blacksmith 1st Class 10.00 Nos. 681.00

Labour charges - Blacksmith 2nd Class 10.00 Nos. 612.00

Labour charges - Breaker 10.00 Nos. 578.00

Labour charges - Extra labar sinking and chisselling 10.00 Nos. 2500.00

Labour charges - Mason 1st Class 10.00 Nos. 713.00

Labour charges - Mason 2nd Class 10.00 Nos. 633.00

Labour charges - Welder 10.00 Nos. 689.00

Labour charges - Mazdoor (Female) 10.00 Nos. 450.00

Labour charges - Mazdoor (Male) 10.00 Nos. 493.00

Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete ((Based On Building Works

Ahmedabad City R & B SOR 2023-24) It.No.4.24 It.Code.04007A,

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 (Road

Project Approved Rate) Based On Reso.No. St.Comm. :-189

a Production & Supply of WMM 200.00 Cmt. 1708.13

b Laying of WMM 200.00 Cmt. 31.25

Structural steel work (Confirming to IS4923-1997) riveted, bolted

or welded in builtup for all type sections , in framed work, including

cutting , hoisting, fixing in position and applying a priming coat of

70 approved steel primer all complete as per the structural designs and 1000.00 Kg 126.68

directions of Engineer in charge.Column (122 x 61 x 3.6 mm)

(Based On Building Works Ahmedabad City R & B SOR 2023-24)

It.Code.20054, Pg No.148

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 SOR- Jan 2016)

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

72 trowable fibre reinforced thixotropic repair mortal material Laying 10.00 No. 6815.32

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)

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)