Works for new drainage lines and manhole chamber repairs in the Amraiwadi and CTM areas of the South Zone Indrapuri Ward (ARC)

Name Of work :- દિ ણ ઝોન ઇ પુરી વોડ માં અમરાઇવાડી તેમજ સી. ટી. એમ.

Sr. Q'ty Item Rate Per Amount

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 1000.00 Upto 1.50 mt depth 89.00 Cmt

b 750.00 1.5 mt to 3 mt depth 98.00 Cmt

c 60.00 3.00 mt to 4.50 mt depth 103.00 Cmt

d 8.00 4.50 mt to 6.00 mt depth 109.00 Cmt

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 120.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

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

machine including cost of operator, fuel, & transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter

machine including cost of operator, fuel, & transportation etc complete.

Refilling the pipeline trencheds incl. ramming, watering, consolodating

3 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 800.00 Refilling as directed 22.00 Cmt

b 100.00 --do-- with selected soil brought from outside including all lead 175.00 Cmt

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 No.189,Dt.19/05/2022)

a 0.00 a) Lead up to 1 Km. 23.38 Cmt

b 0.00 b) Lead From 1Km to 2 Km. 30.94 Cmt

c 0.00 c) Lead From 2 Km to 3 Km. 38.37 Cmt

d 0.00 d) Lead From 3 Km to 4 Km. 45.52 Cmt

e 200.00 e) Lead From 4 Km to 5 Km. 52.42 Cmt

f 700.00 f) Lead From 5 Km to 10 Km. 78.54 Cmt

g 0.00 g) Lead From 10 Km to 15 Km. 104.65 Cmt

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

5 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,

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,

6 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 )

Class NP3 Test pressure 0.7 Kg/Sq.Cm

a 200.00 300 mm dia 755.00 Rmt

b 40.00 450 mm dia 1361.00 Rmt

c 0.00 500 mm dia 1485.00 Rmt

d 0.00 600 mm dia 1946.00 Rmt

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

7 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 200.00 300 mm dia 119.00 Rmt

b 40.00 450 mm dia 171.00 Rmt

c 0.00 500 mm dia 189.00 Rmt

d 0.00 600 mm dia 228.00 Rmt

Constructing Chamber of following size including excavation, refilling,

BBCC (1:5:10) for foundation, C.C.Channel (1:2:4), finished 15 mm thick

8 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 SOR-Jan-2016)

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

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

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

Constructing Slab Type M.H. Chamber Of The Following Size Including

Excavation, Refilling, Brick Bats Cement Concrete (1:5:10) of thickness

C.M., CC Channel (1:2:4) of thickness 10 C.M., finished 15 mm thick

cement plaster inside & outside (Only for shaft) In Cm 1:3, Finishing

With Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm

C/C At 35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of

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

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) (AMC Drainage SOR-Jan-2016)

a 9.00 1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia <=230 mm) 5651.78 No

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

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

10 1.00 below Ground Level (Max. 3 unit of DM should be reduced in this item) 460.71 DM

(As Per R.A. Based on Building SOR 2015-16) (AMC Drainage SOR-Jan-

Constructing Slab type M.H. Chamber of the following size including

excavation, refilling, brick bats cement concrete (1:5:10) of thickness

C.M., CC Channel (1:2:4) of thickness 10 C.M., finished 15 mm thick

cement plaster inside & outside (Only for shaft) in CM 1:3, finishing with

cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at

11 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

a 8.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No

b 8.00 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19258.04 No

c 8.00 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 26867.86 No

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

e 0.00 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From G.L.) 66632.14 No

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

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

additional depth or part thereof. etc. complete. Of size 1.00 x 1.40 mt.

(inside clear) and Depth from (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

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

13 1.00 ( MH 2 to 3 mt depth) and 1.0 mt for (MH above 3.0 mt depth) below 586.61 DM

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)

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

14 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-2016)

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

a 5.00 reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 5892.85 No

2 mt depth (Slab at Ground level)

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

b 5.00 reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 8883.92 No

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 5.00 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 8080.35 No

to 2 mt depth (Slab at Ground level)

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

d 5.00 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 17008.93 No

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 &

e 5.00 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 3 24776.79 No

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

Provdg. & laying S.W. Gully trap with brick masonry chamber & water

15 15.00 tight G.T.Stone including fixing of cover Square mouth trap 100 mm x100 mm 1127.81 No

size P-Trap ( Based on Building SOR 2021-22, P-218 Item code- 24006AA)

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)

a 40.00 a. 150 mm to 300 mm dia. 1339.28 No

b 15.00 b. 400 mm to 600 mm dia. 2232.14 No

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

sewer including cutting bars, including removing debris /silt from the

17 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)

a 40.00 150 mm to 300 mm dia. 1133.92 No

b 5.00 400 mm to 600 mm dia. 1687.50 No

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

18 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 50.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No

b 50.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No

c 40.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No

d 30.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No

Carting and Fixing M.H. Chamber or Catchpite Seat and Cover in line

and level to match exisisting road level in CC 1:2:4 and finishing smooth,

19 55.00 watering and protecting for 7 days etc. complete as directed. M.H. 750.00 No

seat cover will be supplied byA.M.C.(from any store) (AMC Drainage

Providing Kachha of Pakka Dummy in the following dia pipes and

20 removing the same after completion of the connection work as

directed. (AMC Drainage SOR-Jan-2016)

a 90.00 (A) 100 mm to 300 mm dia. 199.10 No

b 40.00 (B) 350 mm to 600 mm dia 302.67 No

Brickwork using common burnt clay building bricks having 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) It.No.0600BA, Pg No.96

Supplying, labour for break down repairing work for activities like

excavation, disliting, removing debris from trench back filling etc. comp.

22 as directed by Eng.in charge.(As per Labour skill devlopment & Employment

Department Government of Gujarat, Circular Dated 01-04-2023 Annexure

a 230.00 Mazdoor at day /Night 452.00 No

b 30.00 Makadam/ supervision at day / Night 462.00 No

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.

23 150.00 Item also includes for making temporary sufficient nos of lighting 79.99 Rmt

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-

Providing and operation dewatering Pump including fuel charges &

operator Charges etc. as directed etc. comp. (Shift for Eight Hour) (For

24 15.00 Each Pump Set, No payment should be allowed for non working 535.71 Shift

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

(AMC Drainage SOR-Jan-2016)

Dewatering by pumping set of required capacity including temporary

platform, carting pumping at site and fixing the same in position H.P/H

including all accessories and fuel and labour etc.complete (GWSSB SOR r

2022-23) Part-2 E (Misc) It.No.1, Pg.No.104

Hiring and operating the 20 KV 3 Phase Electric Generator for operating

desilting machinery, and lighting and other requirements with

Arranging diesel to run the D.G. Set Do As Directed. 8 Hrs Shift. (No Shift

payment should be allowed for non working condition of machinery )

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

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 useful & non-useful Hour

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)

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 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)

Providing & Supplying hydra carne Machine of 12 tone capacity on

rental basis in case of emergency situation and break down type work &

also during unavoidable condition as per instruction of engg.incharge

rate includes all nece. shifting, fuel and operating charges . (No payment

should be allowed for non working condition of machinery) (Based on

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

Supplying electric breaker machine for RCC slab or asphalt demolishing

work on site by using operator, fuel, power supply etc.complete as

directed. (no payment should be allowed for non working condition of

machinery and for pipe line excavation and M.H. work. Allowed only for

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

Drainage SOR-Jan-2016)

Hiring of tractor with trolley considering 8 Hrs. as working day hours

incl.Driver (GWSSB SOR 2022-23) Part-2 E (Misc) It.No.7, Pg.No.105

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

32 Directed.(Based On Rate Of Central Store Circular No.11/2022-23,

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

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

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

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

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

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

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

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

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

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

e 30.00 - 600 x 450mm clear opening,The dimension of frame and cover as per 1631.00 Set

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