egarding the work of constructing compound walls and carrying out necessary civil works around AMC Owned gardens and open plots as well as at other required Location within the Lambha Ward of South Regarding the work of constructing compound walls and carrying out necessary civil works around AMC Owned gardens and open plots as well as at other required Location within the Lambha Ward of South Zone

(4) Date of e-Tender (Technical Bid) Opening : Dt. 13-10-2026 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 constructing compound walls and carrying out necessary civil works

around AMC Owned gardens and open plots as well as at other required Location within the Lambha Ward of

South Zone under the AMC.

I. No. Items Qty Unit Amount (Rs.)

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto

1 50 Meter lead. (A) Loose or soft soil (Based on R & B Ahmedabad 2000.00 Cu.m 115.92

City SOR 2023-24 Chapter-4 Item Code 04001A, Item No.0, Page

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto

2 50 Meter lead. (B) Dense or Hard soil (Based on R & B Ahmedabad 2000.00 Cu.m 148.19

City SOR 2023-24 Chapter-4 Item Code 04001B, Item No.0, Page

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the

3 excavated stuff upto 50 Meter lead. (A) Loose or soft soil (Based on 1000.00 Cu.m 128.52

R & B Ahmedabad City SOR 2023-24 Chapter-4 Item Code

04002A,Item No.0, Page No.46)

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the

4 excavated stuff upto 50 Meter lead. (B) Dense or Hard soil (Based on 500.00 Cu.m 160.77

R & B Ahmedabad City SOR 2023-24 Chapter-4 Item Code 04002B,

Item No.0, Page No.46)

Excavation for foundation for depth from 3.0 m to 5.0 m including

sortig out and stacking of useful materials and disposing off the

5 excavated stuff upto 50 Meter lead. (A) Loose or soft soil (Based on 500.00 Cu.m 141.11

R & B Ahmedabad City SOR 2023-24 Chapter-4 Item Code 04003A,

Item No.0, Page No.47)

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the

6 excavated stuff upto 50 Meter lead.(B) Dense or Hard soil (Based on 200.00 Cu.m 172.50

R & B Ahmedabad City SOR 2023-24 Chapter-4 Item Code 04003B,

Item No.0, Page No.47)

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful material sand

7 disposing of the excavated stuff upto 50 m lead.(A) Loose or soft soil 200.00 Cu.m 20.91

(Based on R & B Ahmedabad City SOR 2023-24 Chapter-4 Item

Code 04004A,Item No.0, Page No.47)

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful material sand

8 disposing off the excavated stuff upto 50 m lead .(B) Denseor Hard 100.00 Cu.m 20.91

soil (Based on R & B Ahmedabad City SOR 2023-24 Chapter-4 Item

Code 04004B,Item No.0, Page No.47)

Earth Work (Executed With Manual Labour)

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil (R & B Ahmedabad City SOR

2023-24 Chapter-4 Item Code 04B001A, Item No.0, Page No.50)

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the

10 excavated stuff upto 50 Meter lead.(A) Loose or soft soil (R & B 1000.00 Cu.m 222.72

Ahmedabad City SOR 2023-24 Chapter-4 Item Code, 04B002A, Item

No.0, Page No.50)

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the

11 excavated stuff upto 50 Meter lead.(A) Loose or soft soil (R & B 500.00 Cu.m 243.62

Ahmedabad City SOR 2023-24 Chapter-4 Item Code 04B003A, Item

No.0, Page No.51)

Excavation Work

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

12 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 2000.00 Cu.m 89.00

b) 1.5 mt to 3 mt depth 1000.00 Cu.m 98.00

c) 3.00 mt to 4.50 mt depth 500.00 Cu.m 103.00

d) 4.50 mt to 6.00 mt depth 200.00 Cu.m 109.00

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) 100.00 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 200.00 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, & 200.00 Smt. 311.08

transportation etc complete.

Filling available excavated earth (excluding rock) in trenches. plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth

14 consolidating each disposited layer by ramming and watering. (Based 1000.00 Cu.m 129.10

on R & B Ahmedabad City SOR 2023-24 Chapter-4 Item Code

Item No.4.12, Page No.48)

Filling in plinth with sand under floors including watering ramming

,consolidating and dressing complete.(Based on R & B Ahmedabad

City SOR 2023-24 Chapter-4 Item Code 04007A, Item No.4.24 , Page

Filling in foundation and plinth with murrum or selected soil in layers

of 20 cm. thickness including watering, ramming and consolidating

16 etc.complete (Based on R & B Ahmedabad City SOR 2023-24 500.00 Cu.m 286.20

Chapter-4 Item Code 04008A, Item No.0,Page No.48)

Filling in foundation and plinth with brick Bats Chhara in layers of

cm. thickness including watering, remming and consolidating etc.

complete (Based on R & B Ahmedabad City SOR 2023-24 Chapter-4

Item Code 04009A, Item No.0, Page 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

a Refilling as directed 1000.00 Cu.m 22.00

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

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)

(Based on 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. 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)

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and

getting out the soil and disposal of the surplus excavated soil as

21 directed within a lead of 50 Meter for following diameter of pipes. 200.00 Each 1509.00

(iii)300 mm (Based on R & B Ahmedabad City SOR 2023-24

Chapter-4 Item Code 04010C, Item No.4.27, Page No.49)

Extra for under reaming inside the bore Holes for under reamed piles

of following Diameter.(iii) 300 mm (Based on R & B Ahmedabad

City SOR 2023-24 Chapter-4 Item Code 04011C, Item No.4.28, Page

Empty Boring through all sorts of strata for providing 0.6 mt.

diameter RCC bored piles to required depth including providing

necessary casing pipe with all plants and equipments as required

complete(excluding Concrete & Reinforcement)

Providing and casting in situ machine mixed controlled cement

concrete M-35 for RCC bored piles 0.6mtr.dia. Using Tremie Pipe

24 including necessary flushing, dewatering , formwork , transporting , 100 Cmt 3670.59

compacting , vibrating, curing and finishing including all leads & lifts

complete as per detailed specifications (Excluding Reinforcement)

Providing and installing cast in situ single under reamed piles of

specified diameter and length below pile cap, excluding the cost of

Concrete, steel reinforcement but including the cost of boring with

bentonite solution and the length of the pile to be embedded in pile

cap etc. all complete. (Length of pile for payment shall be measured

upto to the bottom of pile cap) :

a) 400 mm dia. Piles 1000.00 Rmt 638.83

b) 450 mm dia. Piles 1000.00 Rmt 705.03

Extra over single under ream for providing additional bulbs in under

reamed piles, under specified diameter excluding the cost of

Concrete, steel reinforcement (only the nos. of extra bulbs are to be

a) 400 mm dia. Piles 300.00 Each 813.05

b) 450 mm dia. Piles 300.00 Each 1103.43

Cement Concrete (PCC)

Providing and laying cement concrete 1:3:6 (1- Cement : 3 - coarse

sand : 6 - hand broken stone aggregates 40 mm nominal size) and

27 curing complete excluding cost of formwork in (A) Foundation and 200.00 cu.m 2976.00

Plinth (Based on R & B Ahmedabad City SOR 2023-24 Chapter-5

Item Code 05003A, Item No.5.3.2, Page No.52)

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

sand : 8- hand broken stone aggregates 40 mm nominal size) and

28 curing complete excluding cost of formwork in (A) Foundation and 100.00 cu.m 2653.67

Plinth (Based on R & B Ahmedabad City SOR 2023-24 Chapter-5

Item Code 05004A, Item No.5.3.3, Page No.52)

Providing and laying cement concrete 1:5:10 (1-Cement:5-Coarse

sand:10- hand broken stone aggregates 40 mm nominal size) and

29 curing complete excluding cost of formwork in (A) Foundation and 100.00 cu.m 2492.51

Plinth (Based on R & B Ahmedabad City SOR 2023-24 Chapter-5

Item Code 05006A,Item No.5.3.4, Page No.52)

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

30 reinforced concrete work in (A) Foundations, footings , Base or 100.00 cu.m 3923.53

columns and Mass concrete (upto 10 ton) (Based on R & B

Ahmedabad City SOR 2023-24 Chapter-5 Item Code 05011AA, Item

No.5.4.1, Page No.53)

C.C. (M-15) (Based on GWSSB SOR 2022-23 Sec-1. C It.no.3 Pg

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. (Based on GWSSB SOR

2022-23 Sec-1. C It.no.3 Pg No.43 )

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

2. Footing for column or foundation (with form work) 100.00 Cu. M 4906.00

Cement Concrete (RCC)

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

(Based on GWSSB SOR 2022-23 Sec-1.C It no.3 Pg No.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.Based on GWSSB SOR 2022-23 Sec-1.C It no.3 Pg No.44)

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

2. Bottom slab or floor slab – without shuttering 50.00 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 100.00 Cu. Mt. 8597.00

7. Above 15 cm and up to 20 cm 10.00 Cu. Mt. 8262.00

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

10.Columns 50.00 Cu. Mt. 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

33 cost of centering shuttering finishing and reinforcement including 500.00 cu.m 4793.10

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 R & B Ahmedabad City SOR 2023-24

Chapter-5 Item Code 5055, Page No.66)

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 the

34 cost of centering shuttering finishing and reinforcement including 200.00 cu.m 4853.56

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 R & B Ahmedabad

City SOR 2023-24 Chapter-5 Item Code 5056, Page No.67)

Providing and laying in position Ready Mixed M 300 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 reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying, excluding the

35 cost of centering shuttering finishing and reinforcement including 100.00 cu.m 5043.66

cost of admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (Cement level 475 kg) (Based on R & B Ahmedabad

City SOR 2023-24 Chapter-5 Item Code 5057, Page No.67)

Providing & Applying Tri mix with Dewatering Machine floter

36 machine on constructed RCC work including Machine & Labour etc 4000.00 Smt 54.00

Comp as directed (approved rate by AMC)

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

37 sulfied selant and finished it good include all labour charges etc 2000.00 Rmt 30.00

Comp as directed

Steel /Reinforcement bars

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

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

38 binding wire for reservoirs/structures only including lift up to 6 meter

height or depth below G.L. for all diameters.(Based on GWSSB SOR

2022-23 Sec-1.C It no.9 (9.4) Pg No.45)

9.4 Do - deformed (TMT) bars confirming to relevant IS Fe -500

grade for all diameters.

Providing form work of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to ceiling

not exceeding 4M. and removal of the same for in situ reinforced

concrete and plain concretework in.(A)Foundations Footings Bases of

Columns etc. and Mass concrete.(Based on R & B Ahmedabad City

SOR 2023-24 Chapter-9 Item Code 09001AA, Item No. 9.1, Page

Providing form work of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to ceiling

not exceeding 4M. and removal of the same for in situ reinforced

40 concrete and plain concrete work in. (B)Flat surfaces such as soffits 200.00 Sqm 252.00

of supspened floors slabs Landings and the like. (1) Floors etc. upto

200 mm in thickness. (Based on R & B Ahmedabad City SOR 2023-

24 Chapter-9 Item Code 09001B1A, Item No. 9.1, Page No.78)

Providing form work of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to ceiling

not exceeding 4M. and removal of the same for in situ reinforced

41 concrete and plain concrete work in. (B)Flat surfaces such as soffits 100.00 Sqm 270.90

of suspended floor roof slabs Landings and the like.(2) Floors etc.

above 200 mm in thickness. (Based on R & B Ahmedabad City SOR

2023-24 Chapter-9 Item Code 09001B2A, Item No. 9.1, Page No.78)

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)

Brick work using common burnt clay building bricks having crushing

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

43 Cement Mortar 1:5. (1- Cement : 5-fine sand) (B) Conventional 1300.00 Cu.m 4011.66

(Based on R & B Ahmedabad City SOR 2023-24 Chapter-6 Item

Code 06001BA, Item No.6.12, Page No.70)

Extra for brick work in super structure above plinth level upto floor

two level (B) Conventional (Based on R & B Ahmedabad City SOR

2023-24 Chapter-6 Item Code 06006B, Item No.6.19, Page No.71)

Extra for brick work in super structure above floor two level Item

No.1(6.12) (B) Conventional (Based on R & B Ahmedabad City SOR

2023-24 Chapter-6 Item Code 06007A2A, Item No.6.2, Page No.71)

Providing 15 mm 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

46 (1- cement:3-sand) finishing with a floating coat of neat cement 3000.00 Sq.m 222.56

slurry. (Based on R & B Ahmedabad City SOR 2023-24 Chapter-17

Item Code 17002A, Item No.17.6 + Item Code 17004A, Item

20 mm thick sand faced cement plaster on walls upto height

metres above ground level consisting of 12 mm thick backing coat of

C.M. 1:3 (1-cement: 3-sand) and 8 mm thick finishing coat of

C.M.1:1 (1-cement: 1-sand) etc. complete.(Based on R & B

Ahmedabad City SOR 2023-24 Chapter-17 Item Code 17009, Item

No.17.95, Page No.130)

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

49 all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading , conveyance for departmental stores,

stacking etc.(GWSSB SOR 2022-23 MATERIAL SECTION :-1A

Item No.10.2.A Page No.15 & 16)

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

Class NP3 Test Pressure 0.7 Kg/sq.cm

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

50 all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading , conveyance for departmental stores,

stacking etc.(GWSSB SOR 2022-23 MATERIAL SECTION :-1A

Item No.10.2.B Page No.16)

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

Class NP4 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.b Page No.39)

Class NP3 & NP4

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

52 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 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

53 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 No.12

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 0.60 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 masonary CM 1:5, RCC Slab in

55 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

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) 40.00 No 10177.68

b) 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 20.00 No 19258.04

c) 3.00 to 4.00 meter depth,(Slab at below 1.00 mt. From G.L.) 10.00 No 26867.86

d) 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.) 2.00 No 44050.00

e) 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From G.L.) 2.00 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

56 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 3)

a) 4.00 to 5.00 meter depth, 10.00 DM 521.43

b) 6.00 to 7.00 meter Depth 10.00 DM 536.61

c) 8.00 to 9.00 meter Depth 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 0.60 mt

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

57 below Ground Level (Max. 5 unit of DM should be reduced in this 20.00 DM 586.61

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

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

58 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

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.) From 20.00 No 5892.86

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.) From 10.00 No 8883.93

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.) From 10.00 No 8080.36

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.) From 5.00 No 17008.93

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.) From 5.00 No 24776.79

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

59 the prop M15 at bottom and 15 mm thick cement plaster inside the 100.00 No 3125.00

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

60 600 mm x 600 mm clear opening etc. comp. As directed by 100.00 No 1522.00

engineering 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

61 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)

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 90 mm 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 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 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

64 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 pipes at any

65 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 Page 4)

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) 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 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. 20.00 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,

69 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 10.00 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 10.00 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 10.00 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 10.00 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 Steel HDPE

70 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 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.

b) <=1200mmdia.

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

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,

72 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 5.00 No. 1210.00

b) 400 to 500 mm dia.sewer line 5.00 No. 1452.00

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 the

74 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 2.00 No. 40000.00

b) 600 mm dia To 1200 mm dia 2.00 No. 60000.00

c) Above 1200 mm dia 1.00 No. 90000.00

Demolition & Dismantling

Demolition incl. stacking of serviceable materials & disposal of

unserviceable materials with all lead and lift.

(i) R.C.C.Work (Based on R & B Ahmedabad City SOR 2023-24

Chapter-20 Item Code 20002, Item No.20.3, Page No.140)

(ii) Brick work and stone masonry in cement mortar (Based on R & B

b) Ahmedabad City SOR 2023-24 Chapter-20 Item Code 20003B, 1000.00 Cu.m 544.95

20.11, Page No.140)

Dismentaling tiled of stone floors laid in mortar including stacking of

serviceable materilas and disposal of unserviceable materials with all

lead and lift. (Based on R & B Ahmedabad City SOR 2023-24

Chapter-20 Item Code 20005, 20.23, Page No.140)

Scraping oil paint from steel and other metal surface and making the

surface even (with Hand Scraping.) (Based on R & B Ahmedabad

City SOR 2023-24 Chapter - 20 Item Code 20017, Item No.0, Page

Dewatering by pumping set (GWSSB SOR 2022-23 Sec-E Item no.1

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

78 with Arranging diesel to run the D.G. Set Do As Directed. 8 Hrs 100.00 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

79 with Arranging diesel to run the D.G. set Do As Directed. 8 Hrs 10.00 Shift 8400.00

Shift.(No Payment should be Allowed for non workinh Condition of

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

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

80 incl. Driver (GWSSB SOR 22‐23 It.No.7 Pg.no.105 Part.2 E. misc) 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 of

81 useful & non-useful materials separately up to store. (No payment 500.00 Hour 535.71

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

82 includes all nece. shifting, fuel andoperating charges . (No payment 200.00 Hr 1785.71

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

83 includes all nece. shifting, fuel and operating charges. (No payment 100.00 Hr 2410.71

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

84 & 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 charges . Per 8 Hr

(No payment should be allowed fornon working condition of Shift

machinery) (Based on central work shop rate ) (SOR - (Jan. 2016)

Rates for work of Drainage /SWD pipe line - Machinery Item 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

86 working condition of machinery and for pipe line excavation 100.00 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

87 working condition of machinery and for pipe line excavation and 200.00 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

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.

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 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

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

91 blocks shall be executed in line and level by skill mason of flooring 500.00 Smt 501.60

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.

Providing and Laying of interlocking grey Paver Block high densiti

80 mm thick, M-40 Grade concrete using 6 mm to 20 mm machine

crushed well graded stone aggregate sand of approved quality,OPC

53 grade cement with contractor's own concrete mix design as

approved by AMC,for parking,road,Cost includes formwork,using

rubber/FRP mould, laying paver blocks as per required grading and

specification laid paver block shall be mechanically compacted. The

92 work of the paving blocks shall be executed in line and level by 500.00 Smt 572.00

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

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

block by nachibe cut only and carting to be done.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

93 on 5 cm thick sand bedding with necessary equipments and materials. The 500.00 Rmt 758.93

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

Pre cast concrete kerb Providing and fixing M25 Grade of concrete

precast exposed / Fair finish / texture finish kerb stones of approved

make as per approved sample of any size and any type. Kerbs shall be

fixed on the foundation prepared as per approved design. The rate

shall also include for erecting and fixing the pieces in position for

complete kerb system with chamfered type of kerbs including

94 necessary accessories of kerb like radius kerb, angles and quadrant 500.00 Rmt 1061.61

kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed

as paper joint without any jointing material. However cement mortar

shall be provided at the backside of kerb stone joint. (Sample must be

approved) Cost of excavation, cutting, base, side filling shall includes

as directed engineer - incharge in above item description as per BOQ

(a) 450 hight x 600x 150 mm high median kerb.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete

precast exposed / Falr finish / texture finish kerb stones of approved

make as per approved sample of any size and any type. Kerbs shall be

fixed on the foundation prepared as per approved design. The rate

shall also include for erecting and fixing the pieces in position for

complete kerb system with chamfered type of kerbs including

95 necessary accessories of kerb like radius kerbs, angles and quadrant 500.00 Rmt 912.50

kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed

as paper joint without any jointing material. However cement mortar

shall be provided at the backside of kerb stone joint. (Sample must be

approved) Cost of excavation, cutting, base, side filling shall includes

as directed engineer - incharge in above item description as per BOQ

(b) 380 x 600 x 150 mm high Footpath kerb.

Supplying, labour for break down repairing work for activities like

96 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 (Based on R & B Ahmedabad City SOR 2023-

Labour charges - Blacksmith 1st Class 5.00 Nos. 681.00

Labour charges - Blacksmith 2nd Class 5.00 Nos. 612.00

Labour charges - Breaker 5.00 Nos. 578.00

Labour charges - Extra labar sinking and chisselling 5.00 Nos. 2500.00

Labour charges - Mason 1st Class 5.00 Nos. 713.00

Labour charges - Mason 2nd Class 5.00 Nos. 633.00

Labour charges - Welder 5.00 Nos. 689.00

Labour charges - Mazdoor (Female) 5.00 Nos. 450.00

Labour charges - Mazdoor (Male) 5.00 Nos. 493.00

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 Dt.19/05/2022

a Production & Supply of WMM 150.00 Cmt. 1708.13

b Laying of WMM 150.00 Cmt. 31.25

Painting the kids picture chart & letter writting of different size and

shapes as per details/design etc.comp. as dire.

Supply, Spreading and leveling of Brick dust (Chharu) particle size

having maximum 10 mm

Providing and laying white glazed tiles 6mm thick in flooring treads

of steps and landing laid on a bed of 12mm thick cement mortar 1:3

101 (1-cement : 3- coarse sand ) finishing with flush pointing in white 500.00 Sqm 908.17

cement. (Based on R & B Ahmedabad City SOR 2023-24 Chapter-14

Item Code 14008AA, Item No.14.29, Page No.120)

Providing and laying white glazed tiles 6mm thick in skrting risers of

steps and dedo on 10mm thick cement plaster 1:3 (1-cement:3-

102 coarsesand) and jointed with white cement slurry (Based on R & B 500.00 Sqm 1044.23

Ahmedabad City SOR 2023-24 Chapter-14 Item Code 14009AA,

Item No.14.32, Page No.120)

Providing and laying Ceramic tiles 6mm thick in skrting risers of

steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-

103 coarse sand) and jointed with white cement slurry (Based on R & B 500.00 sqm 1028.11

Ahmedabad City SOR 2023-24 Chapter-14 Item Code 14009BA,

Item No.14.32(B), Page No.120)

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in

skrting risers of steps and dedo on 10 mm thick cement plaster 1:3 (1-

104 cement : 3 coarse sand) and jointed with white cement 500.00 sqm 1130.15

slurry......(Based on R & B Ahmedabad City SOR 2023-24 Chapter-

14 Item Code 14009CA, Item No.14.32(C1), Page No.121)

Providing and laying polished Kota stone slab flooring over 20 mm

(Average) thick base of cement mortar 1:6 (1-cement:6-coarse

sand)or L.M. 1.1.5 (1-Lime putty :1.5 -coarse sand) laid over and

105 jointed with grey cement slurry mixed with pigment to match the 200.00 Sqm 982.83

shade of slab including rubbing and polishing etc. complete.(A)

25mm thick (Based on R & B Ahmedabad City SOR 2023-24

Chapter-14 Item Code 14012AA, Item No.14.43, Page No.121)

Providing and laying polished kota stone slab 25 mm thick in risers of

steps,skirting,Dedo and pillars laid on10 mm thick cement mortar1:3

(1-Cement : 3 coarse sand) and jointed with gray cement slury mixed

106 with pigment to match the shade of slab including rubbing and 200.00 Sqm 1176.03

polishing etc.complete. (Based on R & B Ahmedabad City SOR 2023-

24 Chapter-14 Item Code 14013A, Item No.14.44 , Page No.121)

Providing and laying broken chine mosaic flooring for terrace using

12mm to 20 mm broken pieces of glazed tiles to be laid over cement

mortar1:3 top lain or slope and to be tempered to bring mortar creme

107 out up to surface using white cement including rounding off junctions 200.00 Sqm 739.89

and extending them upto 15 cm along the wall,clearing with water

and oxalic acid etc.as directed. (Based on R & B Ahmedabad City

SOR 2023-24 Chapter-14 Item Code 14035, Page No.124)

Providing and laying coloured glazed tiles of the size 300 mm x

mm x 8mm /300 mm x 450 mm x 8 mm in skirting, risers of steps and

108 dedo on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) & 200.00 sqm 1426.95

jointed with white cement slurry. (Based on R & B Ahmedabad City

SOR 2023-24 Chapter-14 Item Code 14036, Page No.124)

Providing & Laying polished granite stone slab 18 mm thick in risers

of steps, dedo and pillars laid on 10 mm thick cement mortar 1:3 (1

cement:3 coarse sand) and jointed with gray cement slurry including

rubbing & polishing etc.complete.

Providing and laying marble stone slab flooring over 20 mm.

(Average) base of cement mortar 1:6 (1 cement: 6 coarse sand) or

L.M. 1:1.5 laid and jointed with grey cement slurry including rubbing

and polishing complete: (A) Marble slab 25 mm.thick.(Based on R &

B Ahmedabad City SOR 2023-24 Chapter-14 Item Code 14011A,

Item No.14.36, Page No.124)

Labour charges for writing of capital letter "AMC" in green plaster of

111 30 cm height, 25 mm thick and 12 mm embossed as per given detail 10.00 Nos. 264.00

in outside of compound wall as instructed by Engineer in charge.

Applying Priming Coat over Old/New Kerb Surface After and

112 including,preparing the surface with ready mixed priming paint 2000.00 sqm 19.46

brushing red lead.

Providing throating or plaster strip / ghishi and moulding as instructed

by Engineer in charge.

Providing and fixing 1 mm thick M.S. sheet sliding shutters with

frame and diagonal braces of 40 x 40 x 6 mm angle iron, 3.15 mm

M.S. gusset plate at junctions and corners 25 mm dia pully 40 x 40 x

114 6 mm angle and T-iron guide rail at top and bottom respectively with 20.00 Sqmt. 3652.12

handles, stoppers and locking arrangement etc. including applying a

priming coat of red lead paint.

Providing cement vata (10 cm. x 10 cm. size) quarter round in cement

mortar 1:1 including neat cement finishing, watering etc. complete.

P/M/F chainlink jali 8’ x 4’ size asper details sketch & instruction of

engineer in charge same as Lal darwaja garden pattern consisting of

3’ dia. M.S. black pipe ‘A’ class5’4" ht. fixed at 8’9” c/c in C.C. 1 :

2: 4 block of 9” x 9” x 9” size chainling jali of size 2” x 2” x

116 gauge fixed in 35 x 35 x 5 mm MS angle frame 8’ x 4’ size with MS 500.00 Rmt. 1230.00

flat of size 25 x 3 mm welded with jali etc.comp. The jali is to be

welded to M.S. pipe with MS flat asinstruction given.The M.S. pipe

andthe M.S. angle frame are to be painted one coat of primer and two

coats of paint as directed in line and level. (N.S.)

Providing and applying approved coloured chips 20 mm thick

STONE CREAT PLASTER for exterior / interior side on wall up to

full height from ground level consisting of 12mm thick backing coat

of CM 1:3 (1 cement : 3 Bodeli sand) and 8mm thick finishing coat of

CM 1:1 (1 cement (Grey / White / Colour : 1 stone grit (approved

coloured chips)) including providing & fixing 300mm wide strip of

chicken net at vertical and horizontal joints of RCC and masonary

including 10mm alluminium channel for expantion joint / grooves,

curing, necessary scaffolding in true line and level etc. complete as

directed by EIC.

Providing & Fixing 3 mm thick F.R.P.sheet of Approved Quality &

Color / Pattern as per Consultant's design also includes required

fabrication structure in the grid of 2'-0 x 2'-0 size using hollow pipe of

16 gauge & size 2"x1" & 1"x1",G.I. & Bitumen Washers,Silicon

paste application for fixing the sheet.Rate also include necessary

bending,cutting,labour charges,Zinc Primer coat & Two coats of oil

painting of color as approved by consultants & making good the

Providing corrugated G.I. sheet of class-3 roofing fixed with

galvanished iron J or L Hooks, Bolts and nuts 8 mm diameter with

bitumen and G.I. limpet washer or G.I. limpet washer. filled with

119 white lead complete excluding the cost of purlins, Rafters and 100.00 sqm 719.93

Trusses. (1) 0.80 mm thick sheet.(Based on R & B Ahmedabad City

SOR 2023-24 Chapter-15 Item Code 15001A, Item No.15.1, Page

White washing with lime on wall surfaces (two coats) to give an even

shade including thoroughly brooming the surface to remove all dirt,

120 dust, mortar drops and other foreign matter etc. complete.(Based on R 1000.00 Sqm 12.29

& B Ahmedabad City SOR 2023-24 Chapter-18 Item Code

Item No.18.11, Page No.133)

Removing dry or oil bound distemper by a washing and Scraping and

sand papering the wall surface smooth including necessary repairs to

scratches complete. (Based on R & B Ahmedabad City SOR 2023-24

Chapter-18 Item Code 18014, Item No.18.33, Page No.134)

Extra over item 121 for removing dry oil bound distemper on ceilings

122 and sloping roofs.(Based on R & B Ahmedabad City SOR 2023-24 2000.00 Sqm 1.58

Chapter-18 Item Code 18015, Item No.18.34, Page No.134)

Distempering with dry distemper of approved brand and manufacture

(two coats) and of required shade on wall surfaces of given an even

shade, over and including a priming coat of whiting after thoroughly

brooming the surface free from mortar dropping and other foreign

matter. (Based on R & B Ahmedabad City SOR 2023-24 Chapter-18

Item Code 18016, Item No.18.38, Page No.134)

Extra over Items No.123 of every subsequent coat at distempering

with dry distemper of approved brand and manufacture.(Based on R

& B Ahmedabad City SOR 2023-24 Chapter-18 Item Code

Item No.18.4, Page No.134)

Extra over Items No.123 for distemepring with dry distemper on

ceilings and slopings roofs.(Based on R & B Ahmedabad City SOR

2023-24 Chapter-18 Item Code 18019, Item No.18.41, Page No.134)

Applying two coats of birla (white cement based) or asian (acrylic

lapy-putty) or equlent & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade inclunding

throroughtly brushing the surface free from moptar dropping and

other foreign matter and sand papered smooth. (SOR 2021-22P)age

Finishing wall with water proofing cement paint of on wall surfaces

(Two coats) to give an approved brand and manufacture and of

required shape even shade after thoroughly brushing the surface to

remove all dirt and remains of loose powered materials.(Based on R

& B Ahmedabad City SOR 2023-24 Chapter-18 Item Code

Item No.18.51, Page No.135)

Extra over Item No.127 for every subsequent coat of water proofing

cement paint of approved brand and manufacture. (Based on R & B

Ahmedabad City SOR 2023-24 Chapter-18 Item Code 18028, Item

No.18.53, Page No.135)

Extra over Item No.127 for finishing with cement paint on ceiling and

129 sloping roofs.(Based on R & B Ahmedabad City SOR 2023-24 2000.00 sqm 6.47

Chapter-18 Item Code 18029, Item No.18.54, Page No.135)

Wall painting (two coats) with plastic emulsion paint of approved

brand & manufacture on under coated wall surface to give an even

shade including thoroughly brushing the surface free from mortar

droppings and other foreign matter and sand papered smooth.(Based

on R & B Ahmedabad City SOR 2023-24 Chapter-18 Item Code

18031, Item No.18.57, Page No.135)

Extra over Item No.130 for every subsequent coat of wall painting

with plastic emulsion pain of approved brand.(Based on R & B

Ahmedabad City SOR 2023-24 Chapter-18 Item Code 18032, Item

No.18.59, Page No.135)

Extra over Item No.130 for painting with plastic emulsion paint of

approved brand on ceilings and ms loping roofs.(Based on R & B

Ahmedabad City SOR 2023-24 Chapter-18 Item Code 18033, Item

No.18.6, Page No.135)

Painting two coats (excluding priming coat) on new steel nd other

metal surface with enamel paint,brushing, interior to give an even

shade including cleaning the surface an even shade including cleanicn

the surface of all dirt, dust and other foreign matter.(Based on R & B

Ahmedabad City SOR 2023-24 Chapter-19 Item Code 19002, Item

No.19.7, Page No.136)

Painting one coats (excluding priming coat) on previously painted

steel and other metal surface with enamel paint, brushing to give an

134 even shade including cleaning the surface of all dirt, dust and other 2000.00 sqm 54.35

foreign matter.(Based on R & B Ahmedabad City SOR 2023-24

Chapter-19 Item Code 19003, Item No.19.11, Page No.136)

Extra over above Item No.133 & 134 for every sub sequent coat of

135 paint (Based on R & B Ahmedabad City SOR 2023-24 Chapter-19 2000.00 Smt 50.40

Item Code 19004, Item No.19.15, Page No.136)

Providing and applying texture paint at approved quality, colour

scheme, including preparation of surface,primer 2 coats+2 coats of

136 putty and texture paint, as per manufacture's specification, 100.00 sqm 495.00

scaffolding, roller finish etc complete as per instruction of engineer in

charge (Approved Rate by Kankaria)

Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials .etc complete (Based on R & B Ahmedabad

City SOR 2023-24 Chapter-19 Item Code 19031, Page No.139)

Applying two coats of putty & two coats of primer of approved brand

and manufacture on new wall surface to give an even shade including

thoroughly brushing the surface free from mortrd ropping and other

foreign matter and sand papered smooth.(Based on R & B

Ahmedabad City SOR 2023-24 Chapter-19 Item Code 19032, Page

Providing and fixing MS powder cotting jali As per Engineering

incharge as per RA

Structural steel work (Confirming to IS 4923-1997) 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

140 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 R & B Ahmedabad City SOR 2023-24 Chapter-20 Item Code

20054, Page No.148)

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long

M.S. Angle posts 40mm x 40 mm x 6 mm and oil painting 3 coats

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

galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre,

141 strained and fixed to posts with G.I, staples including fixing the 2000.00 Rmt 385.40

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

complete.(Based on R & B Ahmedabad City SOR 2023-24 Chapter-

22 Item Code 22001, Item No.22.2, Page No.156)

Providing erecting and fixing double coated Syntex PVC. (ISI) water

tank of required capacity each with all necessary fittings and

connection etc. complete on terrace. (Based on R & B Ahmedabad

City SOR 2023-24 Chapter-22 Item Code 22014, Page No.158)

Making hole on existing CI/DI/MS water pipe line including

nacessary GI fittings item also includes necessary excavation,

dewatering and refilling as per instruction Engineer In charge

etc.comp.(a) 15 mm Dia

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2

working pressure polythene pipes of the following outside Dia. Low

densidy, complete with special falnge compression type fittings, wall

clipsetc. including making good the wall ceiling and floor.(F) 75 mm

(Based on R & B Ahmedabad City SOR 2023-24 Chapter-23 Item

Code 23004F, Item No.23.8, Page No.164)

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2

working pressure polythene pipes of the following outside Dia. Low

densidy, complete with special falnge compression type fittings, wall

clipsetc. including making good the wall ceiling and floor.(G)

mm (Based on R & B Ahmedabad City SOR 2023-24 Chapter-23

Item Code 23004G, Item No.23.8, Page No.164)

Providing and fixing water closets quatting pan (Indian type W.C

pan) size 580 mm (earth work,bed concrte,foot rests and trap to be

146 measured and paid for seperately) (A)Vitreous China (I) Long pattern 20.00 Each 926.10

white colour. (Based on R & B Ahmedabad City SOR 2023-24

Chapter-23 Item Code 23009, Item No.23.111, Page No.165)

Providing and fixing wash down water closet (European

type,W.C.Pan) with integral P or Strap including jointing the trap

with soil pipe in Cement Mortar1:1(1-Cement:1-finesand) (Seal and

147 cover to be measured and paid for separately) (A) vitreous China 20.00 Each 1290.80

Pattern : (i) in white colour (Based on R & B Ahmedabad City SOR

2023-24 Chapter-23 Item Code 23010, Item No.23.112, Page No.165)

Providing and fixing wash basin with single hole for pillar tap with

C.I.or M.S.brackets painted white including sutting holes and making

good the same but excluding fittings.(A) Vitreous China:(ii) Flat

Back wash basin 550mm x 400mm size.(i) In white colour. (Based on

R & B Ahmedabad City SOR 2023-24 Chapter-23 Item Code

Item No.23.127, Page No.165)

Providing and fixing screw down bib taps of following size.(A)

Brasss crew down bib tap polished bright. (i) 15mm dia. (Based on R

& B Ahmedabad City SOR 2023-24 Chapter-23 Item Code 2328A1,

Item No.23.92, Page No.167)

Providing and fixing Urinal or approved quality including conecting

the Urinal with waste pipe,tap etc.complete. (A)White earthenware

150 flat back or corner type size 430 mm x 260 mm x 350 mm. (Based on 20.00 Each 1026.01

R & B Ahmedabad City SOR 2023-24 Chapter-23 Item Code

Item No.23.122, Page No.168)

Providing and fixing Urinal of approved quality including connection

with trap and with integral longitudinal flush pipe. (A) Squating plate

151 pattern white earthenware 550 mm x 300 mm. (Based on R & B 10.00 Each 1535.63

Ahmedabad City SOR 2023-24 Chapter-23 Item Code 23034, Item

No.23.124, Page No.168)

Providing, laying and jointing in true line and level UPVC pipe (SCH-

40) of following dia. Including fittings of standard make as approved

152 by Engineer-in-charge.(Based on R & B Ahmedabad City SOR 2023-

24 Chapter-23 Item Code 23061,23062,23064 & 23065 Page No.170)

Provdg. & fixing UPVC handle valve of Prince , Supreme , Astral

finolex or equivalent make as per dir. Of engg. In charge. (App. rate)

Providing and fixing S.W.gully trap with C.I.grating brick masonry

chamber and water tight C.I.cover with frame of 300 mm x 300 mm

size (inside) with standard weight. (i) Square mouth traps. (B)

mm x 100 mm size P or R type (Based on R & B Ahmedabad City

SOR 2023-24 Chapter-24 Item Code 24006B, Item No.24.19, Page

Providing and erecting at the site of work steel ventilating column of

150 m internal diameter and 12.20 Metre High from G.L. to bottom of

top grill including C.I.grill and base plate bolts and nuts etc.and

excavation in foundation of size 120 cm. x 120 cm.x 165 cm. and

filling the pit with first layer of cement concrete1:3:6 mix (1-cement

:3-coarse sand : 6- graded stone aggregate 20 mm nominal size) of

155 120 cm.x 120 cm.x 90 cm and remaining pit with B.B.C. 1:3:6 mix 2.00 Each 41557.95

(1-cement :3 - coarse sand :6 Brick bats 40+50 mm size) and

providing fillet in Cement concrete 1:2:4 mix (1- cement :2- coarse

sand :4-graded stone aggregate 20 mm. nominal size) at G.L. and

coats of silver paint etc.complete.(Based on R & B Ahmedabad City

SOR 2023-24 Chapter-24 Item Code 24012A, Item No.24.39, Page

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

156 smooth, watering and protecting for 7 days etc. complete as 100.00 No. 750.00

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

157 etc.comp. Directed.(Based On Rate Of Central Store Circular

(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

(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

(SET cover and frame)

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

c1) Frames- 560mm ø clear opening, The dimension of frame and cover 10.00 No 2224.58

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

(Only Frame ) F.R.C. Medium Duty [MD- 10] Machinehole Covers

c2) & Frames- 560mm ø clear opening, The dimension of frame and 10.00 No 2076.27

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 5.00 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 5.00 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 &

e1) Frame- 600 x 450 mm clear opening, The dimension of frame and 5.00 No 2224.58

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

(Only Frame ) F.R.C. Medium Duty [MD- 10] Chamber Covers &

e2) Frame- 600 x 450 mm clear opening, The dimension of frame and 5.00 No 2076.27

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

f) & Frame - 600 x 450mm clear opening,The dimension of frame and 10.00 Set 3262.71

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 per 5.00 No 1822.03

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

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

f2) 600 x 450 mm clear opening,The dimension of frame and cover as 5.00 No 1673.73

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

g) & Frame - 450 x 450mm clear opening,The dimension of frame and 5.00 Set 2288.14

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 per 1.00 No 1355.93

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

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

g2) 450 x 450mm clear opening,The dimension of frame and cover as per 1.00 No 1355.93

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

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 488 trowable fibre

159 reinforced thixotropic repair mortal material Laying of concrete made 10.00 No. 6815.32

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)