Repair Works Of Breakdown of Drainage Lines and Storm Water Lines in Various Wards of South Zone (ARC)

(4) Date of e-Tender (Technical Bid) Opening : Dt. 08-09-2026 upto 17.00hours

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

echnical 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 –

A-1 : SLA PENALTY CLAUSE

A-2 : GENERAL INSTRUCTION FOR BOQ

A-3 : BILL OF QUANTITIES

A.1 Penalty Clause for SLA

Department Category Problem for

1 Engineering Drainage Drainage- Manhole Cover Missing 24

Drainage- Frequent breakdown &

2 Engineering Drainage 96

Blockage of drain

3 Engineering Drainage Drainage-Other 48

4 Engineering Drainage Drainage- Choking Of Line 48

Drainage-Public Toilets and

5 Engineering Drainage Urinals - Drainage Line Blockage 72

Building-Municipal Schools

6 Engineering Building 168

Public Building-Public Toilets and

7 Engineering Urinals - Repairing of Doors, 360

Windows, Tiles or Sheets

8 Engineering No water supply in public building 24

9 Engineering Footpath Road-Footpath Repairing 168

10 Engineering Road Road-Bhuva On Road 48

11 Engineering Road Road-Other 48

12 Engineering Road Road-Repair Require 72

13 Engineering Road Road-Potholes on the road 24

Road- Deep pit large settlements of

14 Engineering Road 48

Road- Removing of waste-dust

15 Engineering Road from both side of road after 72

resurfacing work

16 Engineering Road-Waterlogged Due To Rain 24

17 Engineering Road-Catch Pit Repairing 96

18 Engineering Water Water-Pollution In Supply 24

19 Engineering Water Water-Leakage In Main Line 48

20 Engineering Water Water -Other 72

21 Engineering Water Water-low pressure 240

22 Engineering Water Water-No Supply 240

Water-Requirement of Water

23 Engineering Water 6-12

Drainage- overflowing of mainline

24 Engineering Drainage 48

and distribution line on road

Note: If the total penalty amount goes above 10.00% of sanctioned tender amount, the said tender will

be called off & will be reinvited for the same at that particular stage of tender.

Seal and Signature of the Bidder Add. City Engineer

A.2 General Instruction for the BOQ

1. The Bill of Quantities shall be reading conjunction with the Instruction to Bidders, Conditions of Contract,

Technical Specifications.

2. The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for itself on its

own responsibility all information that may be necessary for preparing the bid and entering into a contract for

construction of the Works. The costs of visiting the Site shall be at the bidders own expense. No claim in

future for unknown with the site by the bidder shall be granted in any case.

3. The quantities given in the Bill of Quantities are estimated and provisional and are given to provide a common

basis for bidding. The basis of payment will be the actual quantities of work ordered and carried out, as

measured by the Contractor and verified by the Engineer and valued at the rates and prices bid in the priced

Bill of Quantities, where applicable, and otherwise at such rates and prices as the Engineer may fix within the

terms of the Contract. Contractor shall not raise any claim for too less or too more quantities executed by

him. Quantity may vary with respect to BOQ as well as place of work also may change cited in the

4. The rates and prices Bid in the priced Bill of Quantities, except in so far as it is otherwise, provided under the

Contract, include all constructional plant, labour, supervisions, materials, all temporary works and false works,

erection, maintenance, establishment and overhead charges, profit, any taxation and levies, octroi and other

charges together with all general risks, liabilities and obligations set out or implied in the Contract and

including remedy of any defects during the Defects Liability Period.

5. The stipulated rates in BOQ are entirely in India Rupee Currency.

6. Rates shall be entered both in figures and words against total amount of Bill of Quantities. However, Items

6. Rates shall be entered both in figures and words against total amount of Bill of Quantities. However, Items

(for which rate has been provided) against which no quantity is entered will be paid for by the Employer on

actual measurement onsite when executed.

7. The whole cost of complying with the provisions of the Contract shall be deemed to have been included in the

items provided in the priced Bill of Quantities.

8. General directions and descriptions of work and materials are not necessarily repeated or summarized in the

Bill of Quantities. Reference to the relevant sections of the contract documentation shall be made before

quoting the bid against each item in the Bill of Quantities.

9. The method of measurement of completed work for payment shall be in accordance with the requirement as

stated in the individual sections of the Technical Specifications.

10. Contractor shall credit the material dismantled during the work in progress in AMC store suggested by

Engineer in charge of the work.

11. AMC reserves the right to decrease the scope of work or to incase of any condition. AMC may start it after

approval of competent authority.

Detailed technical specification for all the Items above shall be relevant to PWD manual general material specification

there in during the construction period of the contract. Contractor should adhere to the specifications and same shall be

considered as the tender document.

In case of any discrepancy the decision of engineer in-charge shall be considered as final.

In case of any dispute the decision of City Engineer shall be considered as final.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

A.3 BILL OF QUANTITIES

AHMEDABAD MUNICIPAL CORPORATION

Name Of work :- REPAIRING WORK OF BRECKDOWN AND DRAINAGE LINE AND STROM WATER

LINE IN VARIOUS WARDS OF SOUTH ZONE (ARC)

Items Qty Unit GST (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 5000.00 Cmt 89.00

b 1.5 mt to 3 mt depth 3500.00 Cmt 98.00

c 3.00 mt to 4.50 mt depth 3000.00 Cmt 103.00

d 4.50 mt to 6.00 mt depth 1000.00 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. 100.00 Cmt 408.41

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

g Lead From 10 Km to 15 Km. 40.00 Cmt 425.67

Extra rate over item of excavation of earth if

excavation is to be done in wet condition without

3 resorting to pumping out incl. of bailing out of water. 1000.00 Cmt 17.86

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

pipe line Drainage Work Item No.3 Page 1)

Demolition incl. stacking of serviceable materials &

4 disposal of unserviceable materials with all lead and

R.C.C. Work (20002, 20.3, Page 140) (R & B SOR

Brick work in cement mortar (20003B, 20.11, Page

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materilas and

disposal of unserviceable materials 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,

5 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) 5000.00 Smt. 71.10

Up to 0.30 meter (By any type of Breaker Machine or

b R.C.C.Cutter machine including cost of operator, fuel, 3000.00 Smt. 177.76

& transportation etc complete.

0.30 meter & above (By any type of Breaker Machine

c or R.C.C.Cutter machine including cost of operator, 2000.00 Smt. 311.08

fuel, & 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

6 cost of formwork and rein for cement for reinforced 200.00 Cmt. 3661.30

concrete work in (A) Foundations,footings, Base or

columns and Mass concrete (upto 10 ton) (Based on

Building SOR 2023-24) It.NO.05010AA, Pg.No.53

C.C. M-25 Control concrete for water retaining

7 structures (GWSSB SOR 2022-23 Sec-1.C Item no.6

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

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

1. Bottom slab or floor slab with shuttering 100.00 Cu. M 8077.00

2. Bottom slab or floor slab – without shuttering 100.00 Cu. M 6705.00

3. Bottom dome / roof dome 50.00 Cu. M 8281.00

4. Slant slab/conical wall or conical shell 50.00 Cu. M 8266.00

5. Beams /Ring beams/Ring girders 50.00 Cu. M 8347.00

6. up to 15 cm thick 50.00 Cu. M 8597.00

7. Above 15 cm and up to 20 cm 50.00 Cu. M 8262.00

8. Above 20 cm and up to 25 cm 50.00 Cu. M 8006.00

10. Columns 50.00 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 laying,excluding

the cost of centering shuttering finishing and

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 laying,excluding

9 the cost of centering shuttering finishing and 200.00 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 machine on constructed RCC work

including Machine & Labour etc Comp as directed

Making 15 mm Groove on RCC work on road and fill

11 it with poly sulfied selant and finished it good include 1000.00 Rmt 30.00

all labour charges etc 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 pointing with cement

mortar (1:3), watering, etc complete, filling with zari

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

with bitumnious top surface, as directed by engineer in

Labour work for fixing interlocking blocks / any kind

of pavement on up to 50 mm th sand bedding,

13 levelling, watering and fixing in line & level as well 4000 Smt 68.64

cleaning the site etc.comp. as directed.(AMC approved

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. The work

of paving blocks shall be executed in line and level

by 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

mm-H Kerb Block for Footpath in M-20 grade using

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

15 asphalt, fixing the Kerb stones in line and level on 5 cm 500.00 Rmt 758.93

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 5 cm thick Sand Bedding.

Providing and fixing 1.20 Metre high fencing with

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 galvanised steel

16 barbed wire weighting 9.38 Kg. per 100 Metre, 1000.00 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

Steel /Reinforcement bars (GWSSB SOR 22-23 Sec-

1.C Item no.9 pg.45 )

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 6 meter

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

9.4 Do – deformed (TMT) bars confirming to relevant

IS Fe – 500 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 plinth in Cement Mortar 1:5. (1-

Cement : 5 -fine sand) (A) Modular (Based On

Building Works Ahmedabad City R & B SOR 2023-

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

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

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 1:3 (1-

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

B) – do – Without water proofing compound. 500.00 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

21 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

22 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

23 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

24 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 depth consolidating each

disposited layer by ramming and 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

26 within a radius of 3 km.(GWSSB SOR 2022-23

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

a Refilling as directed 5000.00 Cu.m 22.00

--do-- with selected soil brought from outside

b including 2000.00 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)

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

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

finished 15 mm thick cement plaster inside & outside

(Only for shaft) In Cm 1:3, Finishing With Cement

Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps

35 Cm C/C At 35 Cm Staggered Masonary In Cm 1:5,

Rcc Slab In 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 mm)

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 0.60 mt below Ground Level

29 (Max. 3 unit of DM should be reduced in this item) 15.00 DM 460.71

(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

mm thick cement plaster inside & outside (Only for

shaft) in CM 1:3, finishing with cement slurry, P/F

mm dia M.S.Steel HDPE coated steps 35 cm c/c at

cm staggered in masonary CM 1:5, RCC Slab in CC

1:1.5:3 of thickness 23 C.M., including Cantering

& reinforcement (double jalli at 15 C.M. c/c bothway

12 mm dia.) but excluding the cost of Manhole seat

cover etc..completed. of Size 1.00 X 1.40 meter

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

flow, for pipe dia <= 800 mm) (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) 100.00 No 10177.68

2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From

3.00 to 4.00 meter depth,(Slab at below 1.00 mt. From

5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From

7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From

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

Chamber of following size for constructing M.H.

Chamber, per 1.00 Decimetre of additional depth or

31 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 3)

a 4.00 to 5.00 meter depth, 20.00 DM 521.43

b 6.00 to 7.00 meter Depth 10.00 DM 536.61

c 8.00 to 9.00 meter Depth 10.00 DM 551.79

d 9.00 to 10.00 meter Depth 10.00 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 0.60 mt for (MH 2 to 3 mt

depth) and 1.0 mt for (MH above 3.0 mt depth) below

Ground Level (Max. 5 unit of DM should be reduced

in this item) (SOR - (Jan. 2016) Rates for work of

Drainage / SWD pipe line Drainage Work Item No.16

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 staggered

33 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

C.M & reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

1.00 x 0.75 mt (inside clear) RCC Slab of thickness

C.M & reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) From 2 to 3 mt depth (Slab at

below 1.00 mt. From G.L.)

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

CM & reinforcement (double jalli at 15 C.M. c/c

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

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.) 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

CM & reinforcement (double jalli at 15 C.M. c/c

bothway 10 mm dia.) From 3 to 4 mt depth (Slab at

below 1.00 mt. From G.L.)

Constructing Bombay Pattern Type CatchPit of size

0.60 x 0.60 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 flooring in the

34 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-

CatchPitJali (Heavy duty) Fixing P/F FRC catch pit

35 jali with frame 600 mm x 600 mm clear opening etc. 50.00 No 1522.00

comp. As directed by 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. 50.00 No 1133.93

b 400 mm to 600 mm dia. 20.00 No 1687.50

c 700 mm to 900 mm dia. 5.00 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

37 600mm clear opening, outer size- 900 x 900 x 165 30.00 Set 5173.73

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

38 allround,Frame: 600 x 600mm clear opening, outer 30.00 Set 4741.52

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

39 allround,Frame: 500 x 500mm clear opening, outer 30.00 Set 4734.75

size- 770 x 770 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

40 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 Page 4)

b 400 mm to 600 mm dia. 50.00 No 2232.14

c 700 mm to 900 mm dia. 10.00 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

a up to 0.15 mt. (@ Two Coarse) 100.00 No 732.14

b up to 0.35mt. (@ Four Coarse) 100.00 No 1160.71

c up to 0.65 mt. (@ Seven Coarse) 100.00 No 1794.64

d up to 0.90 mt. (@ Ten Coarse ) 100.00 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

42 existing chamber sheet cover,removing the debris from 20.00 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

43 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. 100.00 No 199.11

b 350 mm to 600 mm dia. 50.00 No 302.68

c 650 mm to 900 mm dia. 20.00 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. depth)

i 1.2 dia x 2.0 m Depth 5.00 No 38936.00

ii 1.2 dia - 2.01 to 2.99 m Depth 5.00 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 5.00 No 50265.00

ii 1.5 dia - 2.01 to 2.99 m Depth 5.00 Rmt 10666.00

iii 1.5 dia x 3.0m Depth 5.00 No 58129.00

iv 1.5 dia - 3.01 to 3.99 m Depth 5.00 Rmt 10680.00

v 1.5 dia x 4.0m Depth 5.00 No 67414.00

vi 1.5 dia - 4.01 to 4.99 m Depth 5.00 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

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 Steel HDPE coated steps

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 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

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

46 M.H. Chamber, per 1.00 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 10.00 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 10.00 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 10.00 DM 872.03

Temporary / Permanent Plugging for blocking of

sewer line, branch connections and diversion of

flows and removal of all plugs,etc. (GWSSB SOR

a 300 mm dia & below sewer line 100.00 No. 1210.00

b 400 to 500 mm dia.sewer line 100.00 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

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

49 temporary sufficient nos of lighting arrangement 500.00 Rmt 80.36

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

Providing Dummy or Plug the Running Sewer by

using M.S. Plate , safety measures , Labour , mud

pump , D.G. set & Transportation of the same

50 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 10.00 No. 40000.00

b 600 mm dia To 1200 mm dia 10.00 No. 60000.00

c Above 1200 mm dia 10.00 No. 90000.00

Dewatering by pumping set (GWSSB SOR 2022-23

Sec-E Item no.1 pg.104 )

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 20000.00 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

52 to run the D.G.Set Do As Directed. 8 Hrs Shift. (No 500.00 Shift 2500.00

payment should be allowed for non working condition

of machinery ) (Based on Previously approved rate by

Hiring and operating the 60 KV 3 Phase Electric

Generator for operating desilting machinery and

lighting and other requirements with Arranging diesel

53 to run the D.G. set Do As Directed. 8 Hrs Shift.(No 100.00 Shift 8400.00

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 unloading of pipe ,suction

machine , two silt loader , removing silt from loader at

perticular place etc.comp.as directed.

Hiring of Tractor with trolley considering 8 hrs. as

55 working day hours incl. Driver (GWSSB SOR 22‐23 100.00 Day 2104.09

It.No.7 Pg.no.105 Part.2 E. misc)

Providing & Supplying JCB Machine on rental basis

in case of emergency situation and break down type

work & also during unavoidable condition as per

instruction of engg.incharge , rate includes all nece.

shifting, fuel and operating charges and stacking of

56 useful & non-useful materials separately up to store. 250.00 Hour 535.71

(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

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

57 includes all nece. shifting, fuel andoperating charges . 200.00 Hr 1785.71

(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

58 includes all nece. shifting, fuel and operating charges. 200.00 Hr 2410.71

(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 Market Rate.

Providing & Supplying hydra carne Machine of

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

61 condition of machinery and for pipe line 100.00 Shift 1071.43

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

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 200.00 Hour 535.71

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

Providing & Supplying JCB Breaker Machine on

rental basis for demolish RCC , asphalt etc.demolition

63 type work & also during unvoidable condition as per 200.00 Hour 1500.00

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 finishing smooth, watering and

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

seat cover will be supplied by A.M.C.(from any store)

(AMC Drainage SOR Jan-2016)

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

65 site etc. comp. Directed.(Based On Rate Of Central Store

Circular No.01/2025-26 , Dt.21-04-2025)

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

[EHD-35] Machinehole Covers & Frame-560 mm ø

a clear opening, The dimension of frame and cover as 50.00 Set 6165.25

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

b1 opening, The dimension of frame and cover as per 50.00 No 3177.97

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

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

Machinehole Covers & Frames- 560mm ø clear

b2 opening, The dimension of frame and cover as per 50.00 No 3029.66

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

(SET cover and frame) F.R.C. Medium Duty [MD-10]

Machinehole Covers & Frames- 560mm ø clear

c opening, The dimension of frame and cover as per 100.00 Set 4025.42

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

(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 & 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. 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

(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 : 2002 table

(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 - 600 x 450mm 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. 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

(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 - 450 x 450mm 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. Light Duty [LD-2.5] Chamber

Cover & Fr0ame - 450 x 450mm clear opening,The

dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris

from trench backfilling etc.comp. as directed by

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 No.39)

Labour charges - Blacksmith 1st Class 20.00 Nos. 681.00

Labour charges - Blacksmith 2nd Class 20.00 Nos. 612.00

Labour charges - Breaker 20.00 Nos. 578.00

Labour charges - Extra labar sinking and chisselling 20.00 Nos. 2500.00

Labour charges - Mason 1st Class 20.00 Nos. 713.00

Labour charges - Mason 2nd Class 20.00 Nos. 633.00

Labour charges - Welder 20.00 Nos. 689.00

Labour charges - Mazdoor (Female) 20.00 Nos. 450.00

Labour charges - Mazdoor (Male) 20.00 Nos. 493.00

Filling in plinth with sand under floors including

watering ramming, consolidating and dressing

68 complete ((Based On Building Works Ahmedabad 100.00 Cu.M 455.63

City R & B SOR 2023-24) It.No.4.24

It.Code.04007A, Pg No.48)

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

69 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 Dt.19/05/2022

a Production & Supply of WMM 1000.00 Cmt. 1708.13

b Laying of WMM 1000.00 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 5000.00 Kg 126.68

designs and directions of Engineer in charge.Column (

122 x 61 x 3.6mm ) (Based On Building Works

Ahmedabad City R & B SOR 2023-24) It.Code.20054,

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 reinforced

72 thixotropic repair mortal material Laying of concrete 10.00 No. 6815.32

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)