Work on Laying of drainage lines-storm water lines,constructing new / repairing machine holes/chambers and catch pits, as well as other necessary maintenance and breakdown repairs in various Ghodasar areas such as Samrat Nagar, Gangaben ni chawl, Rajdhani Bunglow, Shrnath Appartment, Radha Nagar, Bhil Vas etc. and on various TP roads in the Ghodasar area of Isanpur ward South Zone

Work on Laying of drainage lines-storm water lines,constructing new / repairing machine holes/chambers and catch

pits, as well as other necessary maintenance and breakdown repairs in various Ghodasar areas such as Samrat Nagar,

Gangaben ni chawl, Rajdhani Bunglow, Shrnath Appartment, Radha Nagar, Bhil Vas etc. and on various TP roads in the

Ghodasar area of Isanpur ward South Zone

AUTHORITY -- ENGINEER --

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

AMDAVAD MUNICIPAL CORPORATION AMDAVAD 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

AMDAVAD – 380008 AMDAVAD –

Name Of work :- Work on Laying of drainage lines-storm water lines,constructing new / repairing machine

holes/chambers and catch pits, as well as other necessary maintenance and breakdown repairs in various Ghodasar

areas such as Samrat Nagar, Gangaben ni chawl, Rajdhani Bunglow, Shrnath Appartment, Radha Nagar, Bhil Vas etc. and

on various TP roads in the Ghodasar area of Isanpur ward South Zone

Sr.No. Qty Item Rate Per Amount

1 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 site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and

strata as specified. (GWSSB SOR 2022-23) SECTION : 1 & 2.B -

LABOUR It.No.1, Pg.No.32

a 125.00 Upto 1.50 mt depth 89.00 Cmt

b 10.00 1.5 mt to 3 mt depth 98.00 Cmt

c 1.00 3.00 mt to 4.50 mt depth 103.00 Cmt

d 1.00 4.50 mt to 6.00 mt depth 109.00 Cmt

2 Extra rate over item of excavation of earth for excavation of -

asphalt pavement/RCC of thickness up to 0.20 meter including

demolishing the asphalt carpet,metal,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

a 100.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

b 100.00 Up to 0.30 meter (By any type of Breaker Machine or 177.76 Smt

R.C.C.Cutter machine including cost of operator, fuel, &

transportation etc complete.

c 1.00 0.30 meter & above (By any type of Breaker Machine or 311.08 Smt

R.C.C.Cutter machine including cost of operator, fuel, &

transportation etc complete.

3 Refilling the pipeline trencheds incl. ramming, watering, -

consolodating desposal of surplus stuff as directed within a

radius of 3 km.(GWSSB SOR 2022-23) SECTION : 1 & 2.B -

LABOUR It.No.14, Pg.No.40

a 50.00 Refilling as directed 22.00 Cmt

b 5.00 with selected soil brought from outside including all lead 175.00 Cmt

4 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. (R&B 2021-22

Statement No.5 Page no.5 & RA Approved St.Com.Res

a 1.00 a) Lead up to 1 Km. 23.38 Cmt

b 1.00 b) Lead From 1Km to 2 Km. 30.94 Cmt

c 1.00 c) Lead From 2 Km to 3 Km. 38.37 Cmt

d 1.00 d) Lead From 3 Km to 4 Km. 45.52 Cmt

e 1.00 e) Lead From 4 Km to 5 Km. 52.42 Cmt

f 100.00 f) Lead From 5 Km to 10 Km. 78.54 Cmt

g 1.00 g) Lead From 10 Km to 15 Km. 104.65 Cmt

5 Providing and supplying Lowering, laying and jointing ISI -

marked only standard length Stonewate pipes in standard

lengths of following class and diameter with cement joints in

C.M.1:1 proportion in proper position , grade and alignment at

all level as directed by Engineer-in- charge including

conveyance from stone to site of work, Jointing material

etc.comp. including all taxes,insurance, transportiton, fright

charges, octroi,inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete (IS

- 651 - 1989) Class AA (GWSSB SOR 2022-23) Part-1&2 A

(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

6 Providing and supplying ISI Standard RCC pipes (of sulphate -

resisting Cement )in standard lengths of following class and

diameter suitable for rubber ring joints (socket and spigot)

including all taxes,insurance, transportation,treight

charges,octroi,inspection charges, loading,unloading,

conveyance to departmental stores, stacking etc. complete

(GWSSB SOR 2022-23) Part-1&2 A (Material Sec ) It.No.10.1.D,

Class NP3 Test pressure 0.7 Kg/Sq.Cm -

a 45.00 300 mm dia 755.00 Rmt

b 5.00 450 mm dia 1,361.00 Rmt

c 1.00 500 mm dia 1,485.00 Rmt

d 1.00 600 mm dia 1,946.00 Rmt

7 Lowering, laying and jointing R.C.C. pipes in C.M.1:1 1/2 of -

following diameters in proper position , grade and alignment

at all level as directed by Engineer-in- charge including

conveyance from stone to site of work, labour giving hydraulic

testing as per ISI code. (GWSSB SOR 2022-23) SECTION : 1 &

2.B - LABOUR It.No.11 b-6,10,11,13 Pg.No.39

Class NP3 Test pressure 0.7 Kg/Sq.Cm -

a 45.00 300 mm dia 119.00 Rmt

b 5.00 450 mm dia 171.00 Rmt

c 1.00 500 mm dia 189.00 Rmt

d 1.00 600 mm dia 228.00 Rmt

8 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. (AMC Drainage

a 2.00 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90meter 2,261.60 No

for pipe dia <=150 mm.

b 2.00 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90meter 2,874.10 No

for pipe dia <=230 mm.

c 2.00 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 3,905.35 No

meter for pipe dia <=230 mm

9 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

Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At 35 Cm

Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of

thickness 15 C.M.,Including Cantering & Reinforcement (Single

jalli at 15 C.M. c/c bothway 10 mm dia.)But Excluding The Cost

Of Manhole Seat Cover Etc..Completed Of Size 0.75 X

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

flow) (AMC Drainage SOR-Jan-2016)

a 4.00 1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia 5,651.78 No

b 1.00 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) 11,395.54 No

(for pipe dia <=300 mm)

10 1.00 Rate reduction over item of Constructing Slab Type M.H. 460.71 DM

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) (AMC Drainage SOR-Jan-2016)

11 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

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

staggered in masonary CM 1:5, RCC Slab in CC 1:1.5:3 of

thickness 23 C.M., including Cantering & reinforcement

(double jalli at 15 C.M. c/c bothway 12 mm dia.) but excluding

the cost of Manhole seat cover etc..completed. of Size 1.00 X

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

flow, for pipe dia <= 800 mm) (AMC Drainage SOR-Jan-2016)

a 1.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10,177.68 No

b 3.00 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19,258.04 No

c 1.00 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 26,867.86 No

d - 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.) 44,050.00 No -

e - 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From G.L.) 66,632.14 No -

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

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

Decimetre of additional depth or part thereof. etc. complete.

Of size 1.00 x 1.40 mt. (inside clear) and Depth from (AMC

Drainage SOR-Jan-2016)

a 1.00 4.00 to 5.00 meter depth, 521.42 DM

b 1.00 6.00 to 7.00 meter Depth 536.60 DM

c 1.00 8.00 to 9.00 meter Depth 551.78 DM

d 1.00 9.00 to 10.00 meter Depth 564.28 DM

13 1.00 Rate reduction over item of Constructing Slab Type M.H. 586.61 DM

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) ( As Per R.A Based on

Building SOR 2015-16) (AMC Drainage SOR-Jan-2016)

14 Dismantling of existing Arch type manhole up to Arch and -

then Const. Slab type manhole of following size incl.

excavation, refilling and & finished 15 mm thick cement

plaster inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated

steps 35 cm c/c at 35 cm staggered in masonry CM 1:5, incl.

cost of RCC Slab in CC 1:1.5:3, including Cantering &

reinforcement as directed by engineer in charge. Rate includes

carting of debris and excavated soil (AMC Drainage SOR-Jan-

a 4.00 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& 5,892.85 No

reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.)

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

b 4.00 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& 8,883.92 No

reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.)

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

c 2.00 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & 8,080.35 No

reinforcement (double jalli at 15 C.M. c/c bothway 10 mm

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

d 2.00 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & 17,008.93 No

reinforcement (double jalli at 15 C.M. c/c bothway 10 mm

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

e 1.00 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & 24,776.79 No

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.)

15 5.00 Provdg. & laying S.W. Gully trap with brick masonry 1,127.81 No

chamber & water tight G.T.Stone including fixing of cover

Square mouth trap 100 mm x100 mm size P-Trap ( Based on

Building SOR 2021-22, P-218 Item code- 24006AA)

16 Making connection to the ex. M.H.in running sewer incl. -

Dewatering and other required machinery etc. of following

dia pipes at any convenient time. All damaged work shall be

well repaired as per instructions. etc..complete. (AMC

Drainage SOR-Jan-2016)

b 1.00 b. 400 mm to 600 mm dia. 2,232.14 No

17 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 be

made until pipe is not cut completely in all respect. (AMC

Drainage SOR-Jan-2016)

b 1.00 400 mm to 600 mm dia. 1,687.50 No

18 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. (AMC

Drainage SOR-Jan-2016)

a 15.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No

b 7.00 (B) up to 0.35mt. (@ Four Coarse) 1,155.44 No

c 1.00 (C) up to 0.65 mt. (@ Seven Coarse) 1,786.49 No

d 1.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2,150.90 No

19 3.00 Repairing damaged I.C./ Raising removing damaged brick 399.96 No

work and repairing by brick masonry in C.M. 1:5 and plaster in

C.M. 1:3 and fixing C.I. steps and existing chamber sheet

cover, removing the debris from chamber and carting the

same as directed. (AMC Drainage SOR-Jan-2016)

20 5.00 Carting and Fixing M.H. Chamber or Catchpite Seat and 750.00 No

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

byA.M.C.(from any store) (AMC Drainage SOR-Jan-2016)

21 Providing Kachha of Pakka Dummy in the following dia pipes -

and removing the same after completion of the

connection work as directed. (AMC Drainage SOR-Jan-2016)

a 50.00 (A) 100 mm to 300 mm dia. 199.10 No

b 1.00 (B) 350 mm to 600 mm dia 302.67 No

22 10.00 Providing and fixing cast iron manhole frame of weight 80 to 71.42 Kg

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

23 4.00 Raising of Existing manhole item includes,cutting of existing 6,815.32 No

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 thixotropic

repair mortal material Laying of concrete made form Master

Emaco 5 346 flowable micro concrete material in desired

thickness and laying of hot bitumanous material in Upper layer

and compaction of hot bitumanious material by palte

compactor machine .Rate also included necessary plaster at

inside of manhole in CM 1:3 in 20 MM thickness on raised

brickwork.(As per Road Project Approved rate w/o GST)

24 1.00 Brickwork using common burnt clay building bricks having 2,576.16 Cmt

crushing strength notless than 35kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:5 (1-Cement:5-finesand) (B)

Conventional (upto 10 ton) (Based on Building SOR 2021-22)

25 Supplying, labour for break down repairing work for activities -

like excavation, disliting, removing debris from trench back

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

a 50.00 Mazdoor at day /Night 452.00 No

(R&B SOR 23-24, P-39 - Item code- 1065 L037)

b 10.00 Makadam/ supervision at day / Night 711.00 No

(R&B SOR 23-24, P-39 - Item code- 1058 L029)

26 1.00 Providing Dead Cantering using good quality Country Wood 312.50 Smt

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.(AMC Drainage

27 5.00 Providing 15mm thick cement plaster in single coat on Rough 132.47 Smt.

(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 cement slurry. (I.No.17.6 + 17.69 R & B SOR 2021-

28 30.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work 63.10 Kg

including bending, binding and placing in position complete

upto floor two level (Based on Building SOR 2021-22)

29 1.00 Providing and laying cement concrete work 1:2:4 (1- 3,093.30 Cmt

Cement:2-Coarsesand:4-graded stone aggregates 20mm

nominal size) and curing complete excluding cost of formwork

and rein for cement for reinforced concrete work in

(A)Foundations,footings,Base or columns and Mass concrete

(upto 10 ton) (Based on Building SOR 2021-22)

30 50.00 Barricading the entire break down or excavated area on rental 79.99 Rmt

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) (AMC Drainage SOR-Jan-

31 - Manufacturing,and supplaying steel vantilation colums 15 17,107.14 No -

cms dia medium class pipe with 60 x 60 cm 20 mm thick base

plate and stiffeners C.I ormamental cap 50 Kg and necessarey

foundation nut bolts with one coat or red lead oxide paint etc

as per drawing and carting to the work site etc. (AMC

Drainage SOR-Jan-2016)

32 - Labour charges for erecting steel ventilation colums 15 cms 6,696.43 No -

dia with ornamental cap safety with the help of reqyuired

capicity of hydra crane and base fixed with necessarey

foundation with coat or lead oxide paint and two coat of any

approved colour with 15 cms dia stone ware of RCC pipe

connecting with MH including excavation and jointing as

required etc.(AMC Drainage SOR-Jan-2016)

33 20.00 Providing and operation dewatering Pump including fuel 535.71 Shift

charges & operator Charges etc. as directed etc. comp. (Shift

for Eight Hour) (For Each Pump Set, No payment should be

allowed for non working condition of machinery) (Based on

Previously approved rate by C E sir ) (AMC Drainage SOR-Jan-

34 319.00 Dewatering by pumping set of required capacity including 18.32 H.P/Hr

temporary platform, carting pumping at site and fixing the

same in position including all accessories and fuel and labour

etc.complete (GWSSB SOR 2022-23) Part-2 E (Misc) It.No.1,

35 10.00 Hiring and operating the 20 KV 3 Phase Electric Generator for 2,500.00 Shift

operating desilting machinery, and lighting and other

requirements with Arranging diesel to run the D.G. Set Do As

Directed. 8 Hrs Shift. (No payment should be allowed for non

working condition of machinery ) (Based on Previously

approved rate by C E sir ) (AMC Drainage SOR-Jan-2016)

36 35.00 Providing & Supplying JCB Machine on rental basis in case of 535.71 Hour

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 useful & non-useful materials separately up to

store. (No payment should be allowed for non working

condition of machinery and for pipe line excavation and

laying work) (Based on Previously approved rate by CE sir )

(AMC Drainage SOR-Jan-2016)

37 1.00 Providing & Supplying Hitachi Machine -110 capacity on rental 1,785.71 hr

basis in case of emergency situation and break down type

work & also during unavoidable condition as per instruction of

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

operating charges . (No payment should be allowed for non

working condition of machinery ) (Based on central work shop

rate) (AMC Drainage SOR-Jan-2016)

38 1.00 Providing & Supplying Hitachi Machine -200 capacity on rental 2,410.71 hr

basis in case of emergency situation and break down type

work & also during unavoidable condition as per instruction of

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

operating charges. (No payment should be allowed for non

working condition of machinery ) (Based on central work shop

rate) (AMC Drainage SOR-Jan-2016)

39 1.00 Providing & Supplying hydra carne Machine of 12 tone 4,910.71 Per 8

capacity on rental basis in case of emergency situation and hr Shift

break down type work & also during unavoidable condition as

per instruction of engg.incharge , rate includes all nece.

shifting, fuel and operating charges . (No payment should be

allowed for non working condition of machinery) (Based on

central work shop rate ) (AMC Drainage SOR-Jan-2016)

40 15.00 Supplying electric breaker machine for RCC slab or asphalt 1,071.42 Shift

demolishing work on site by using operator, fuel, power

supply etc.complete as directed. (no payment should be

allowed for non working condition of machinery and for pipe

line excavation and M.H. work. Allowed only for break down

work) (Based on Previously approved rate by CE sir ) (AMC

Drainage SOR-Jan-2016)

41 5.00 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt 535.71 Hr

Demolishing Work on site by using Operator, fuel, power

Supply etc. Complete as Directed. (No payment should be

allowed for non working condition of machinery and for pipe

line excavation and M.H. work. Allowed only for break down

work) (Based on Previously approved rate by C E sir ) (AMC

Drainage SOR-Jan-2016)

42 3.00 Hiring of tractor with trolley considering 8 Hrs. as working day 2,104.09 Day

hours incl.Driver (GWSSB SOR 2022-23) Part-2 E (Misc) It.No.7,

43 2.00 Hiring of Three wheeler carrier (Chakado/Rixa) considering 10 1,153.24 Day

Hrs. as working day hours incl.Driver (GWSSB SOR 2022-23)

Part-2 E (Misc) It.No.7, Pg.No.105

44 10.00 Levelling or orientation of existing gully trap chamber incl. 71.42 No.

Nece. masonry in CM 1:6 and plaster in CM 1:3 etc. using old

G.T.stone and cover etc. comp. (AMC Drainage SOR-Jan-2016)

45 15.00 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 3,125.00 No.

0.60 depth up to 1 mt including excavation, B.B.C.C. (1:5:10),

23 cms thick brick maso. wall in the prop. of CM (1:6) with

mm thick IPS flooring in the prop M15 at bottom and 15 mm

thick cement plaster inside the catch pit in the proportion of

CM (1:3) with out jali etc. comp. as directed. (As per R.A.

Based on Building SOR 2015-16) (AMC Drainage SOR-Jan-2016)

46 Demolition incl. stacking of serviceable materials & disposal of -

unserviceable materials with all lead and lift.

1.00 (b) Brick work in cement mortar (20.11,page 217) (R & B SOR 324.37 Cmt

325.00 (c) Dismentaling tiled of stone floors laid in mortar including 28.12 Smt

stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift. (20.11,page 217) (R & B SOR

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

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

a 20.00 (SET cover and frame) F.R.C. Extra Heavy Duty [EHD-35] 2,843.00 Set

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

a1 2.00 ( Only Cover ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole 1,500.00 No.

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

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

a2 2.00 Only Frame ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole 1,492.00 No.

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

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

b 20.00 (SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole 2,759.00 Set

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

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

b1 2.00 (Only Cover) F.R.C. Heavy Duty [HD-20] Machinehole Covers & 1,458.00 No.

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

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

table 1 (Only Cover)

b2 2.00 (Only Frame ) F.R.C. Heavy Duty [HD- 20] Machinehole Covers 1,450.00 No.

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

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

table 1 (Only Frame )

c 3.00 (SET cover and frame) F.R.C. Medium Duty [MD-10] 1,996.00 Set

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

dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table 1 (SET cover and frame)

c1 1.00 (Only Cover ) F.R.C. Medium Duty [MD- 10] Machinehole 1,064.00 No.

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

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

c2 1.00 (Only Frame ) F.R.C. Medium Duty [MD- 10] Machinehole 1,021.00 No.

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

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

d 1.00 (SET cover and frame) F.R.C. Medium Duty [MD-10] Chamber 1,911.00 Set

Covers & Frame- 600 x 450 mm clear opening, The dimension

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

d1 1.00 (Only Cover ) F.R.C. Medium Duty [MD- 10] Chamber Covers & 1,021.00 No.

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

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

d2 1.00 (Only Frame ) F.R.C. Medium Duty [MD- 10] Chamber Covers & 1,013.00 No.

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

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

e 1.00 (SET cover and frame) F.R.C. Light Duty [LD-2.5] Chamber 1,631.00 Set

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

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

e1 1.00 (Only Cover ) F.R.C. Light Duty [LD-2.5] Chamber Cover & 847.00 No.

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

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

e2 - (Only Frame ) F.R.C. Light Duty [LD-2.5] Chamber Cover & 839.00 No. -

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

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

48 18.00 Set F.R.C. Strom Water Grating Grating(Jali): 740 x 740 x 2,127.00 Set

90mm square jali, 10:00 MT load design, 90x2mm MS flat

allround, Frame: 600 x 600mm clear opening, outer size- 900 x

900 x 165 mm. On the upper periphery of frame 25 x 3mm

wide MS flat should be well embded in concrete to protect the

edges of frame (Based on Central Store Rate)

49 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.(RA Approved

St.Com.Res No.189,Dt.19/05/2022)

a 1.00 Production & Supply of WMM 1,708.13 Cmt

b 1.00 Laying of WMM 31.25 Cmt

50 25.00 Supplying Potable Water Tanker to be filled from nearby 200.00 Trip

water distribution station of AMC. with 30 meter Delivery

Pipe. The tanker should be supplied as & where reuired &

when order placed by Engineer In - Charge The rate includes

the fuel charge, driver's charge etc..complete.

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 Additional City Engineer

mobile no. (South Zone)