Laying of drainage lines-storm water lines, repairing machine holes/chambers and constructing new catch pits, as well as other necessary maintenance and breakdown repairs in various village areas such as Indiranagar, Gulshannagar, chamunda nagar faisal park area and on various TP roads in the old Isanpur area of South Zone Isanpur ward

Name Of work :- દ ણ ઝોન ઈસન રુ વોડમાં આવેલ ુ ના ઈસન રુ િવ તારમાં આવેલ ુ દા ુ દા ગામતળ િવ તાર

Q'ty Item Rate Per Amount

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

1 100.00 materials and disposing off the excavated stuff Cmt

upto 50 Meter lead.(A) Loose or soft soil (SOR 2024-25) 04001A

Excavation for foundation upto 1.5 m to 3.0 m depth

including sorting out and stacking of useful

b 10.00 materials and disposing off the excavated stuff 128.52 Cmt

upto 50 Meter lead.(A) Loose or soft soil (SOR 2024-25) 04001A

c 1.00 3.00 mt to 5.00 mt depth (SOR 2024-25) 04003A 141.11 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

a 100.00 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 50.00 Refilling as directed 22.00 Cmt

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

4 100.00 Conveyance charge 5 km lead (SOR 2024-25) E027 235.51 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 material

5 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

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 45.00 300 mm dia 755.00 Rmt

b 5.00 450 mm dia 1361.00 Rmt

c 1.00 500 mm dia 1485.00 Rmt

d 1.00 600 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

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

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

Constructing Chamber of following size including excavation, refilling,

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

8 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 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 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 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

9 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 1.00 Meter

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

Drainage SOR-Jan-2016)

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

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-

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

11 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) 10177.68 No

b 4.00 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19258.04 No

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

d 0.00 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

( 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-

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-

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 5892.85 No

to 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 8883.92 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 &

c 2.00 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 1.00 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 1.00 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 5.00 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 10.00 a. 150 mm to 300 mm dia. 1339.28 No

b 1.00 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 10.00 150 mm to 300 mm dia. 1133.92 No

b 1.00 400 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.

18 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) 1155.44 No

c 1.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No

d 1.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No

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

19 3.00 and fixing C.I. steps and existing chamber sheet cover, removing 399.96 No

the debris from chamber and carting the same as directed. (AMC

Drainage SOR-Jan-2016)

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

20 5.00 smooth, watering and protecting for 7 days etc. complete as directed. 750.00 No

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

Drainage SOR-Jan-2016)

Providing Kachha of Pakka Dummy in the following dia pipes and

21 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

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

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 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)

Brick work using common burnt clay building bricks

having crushing strength not less than

24 1.00 kg./Sq.Cm. in foundation and plinth in Cement 4011.66 Cmt

Mortar 1:5. (1- Cement : 5 -fine sand)(B)

Conventional (Based on SOR 2024-25) It.No.06001BA, Pg No.96

Supplying, labour for break down repairing work for activities like excavation,

25 disliting, removing debris from trench back filling etc. comp. as directed by

Labour charges - Mazdoor (Male)

(SOR 24-25, Item code- L022 )

Labour charges - Mazdoor (FeMale)

(SOR 24-25, Item code- L023 )

Makadam/ supervision at day / Night

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

Providing Dead Cantering using good quality Country Wood Planks,

wall Plate of required thickness and size including placing the nece.

26 1.00 supports of reqd. size, nailing, fixing with mortar, levelling. All 312.50 Smt

specification for dead centring as per standard engg. practice etc.

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

Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior plastering upto floor

27 5.00 two level and finished even and smooth in (i) Cement mortar 1:3 (1- 132.47 Smt.

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

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level

(Based on SOR 2024-25) It.No.05014C,

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

(Based on SOR 2024-25) It.NO.05010AA, Pg.No.74

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.

30 40.00 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

Manufacturing,and supplaying steel vantilation colums 15 cms dia

medium class pipe with 60 x 60 cm 20 mm thick base plate and

31 0.00 stiffeners C.I ormamental cap 50 Kg and necessarey foundation nut 17107.14 No

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)

Labour charges for erecting steel ventilation colums 15 cms 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)

Providing and operation dewatering Pump including fuel charges &

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

33 20.00 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

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

SOR 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. 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)

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 Hour

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)

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 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

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 Per 8 hr

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

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)

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 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)

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

Hiring of Three wheeler carrier (Chakado/Rixa) considering 10 Hrs. as

43 5.00 working day hours incl.Driver (GWSSB SOR 2022-23) Part-2 E (Misc) 1153.24 Day

Levelling or orientation of existing gully trap chamber incl. Nece.

44 5.00 masonry in CM 1:6 and plaster in CM 1:3 etc. using old G.T.stone and 71.42 No.

cover etc. comp. (AMC Drainage SOR-Jan-2016)

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 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 40 mm thick IPS flooring in the

45 20.00 prop M15 at bottom and 15 mm thick cement plaster inside the catch 3125.00 No.

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-

Demolition including stacking of serviceable

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. Work (AMC Drainage SOR-2024-

Demolition of Brick work and stone masonry

including stacking of serviceable materilas and

46-b 1.00 disposal of unserviceable materials with all lead and 544.95 Cmt

lift.(ii) In Cement Mortar.(AMC Drainage SOR-2024-25)20001A

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and

lift..(AMC Drainage SOR-2024-25)20005

Dismentaling of sheet roofing including ridges,

Hips, Valleys, Gutters etc. stacking of serviceable

46-d 50.00 materilas and disposal of unserviceable materials 47.25 Smt

with all lead and lift.(i) G.I.sheet roofing.(AMC Drainage SOR-2024-

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

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

(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

( Only Cover ) 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

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 Cover)

(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 Frame )

(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 1.00 Frames- 560mm ø clear opening, The dimension of frame and cover as 1064.00 No.

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

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

c2 1.00 Frames- 560mm ø clear opening, The dimension of frame and cover as 1021.00 No.

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

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

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

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

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

d1 1.00 600 x 450 mm clear opening, The dimension of frame and cover as per 1021.00 No.

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

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

d2 1.00 600 x 450 mm clear opening, The dimension of frame and cover as 1013.00 No.

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

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

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

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

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

e1 1.00 x 450mm clear opening,The dimension of frame and cover as per 847.00 No.

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

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

e2 0.00 600 x 450mm clear opening,The dimension of frame and cover as per 839.00 No.

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

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

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

49 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

a 0.50 Production & Supply of WMM 1708.13 Cmt

b 0.50 Laying of WMM 31.25 Cmt

Supplying Potable Water Tanker to be filled from nearby water

distribution station of AMC. with 30 meter Delivery Pipe. The tanker

50 10.00 should be supplied as & where reuired & when order placed by 200.00 Trip

Engineer In - Charge The rate includes the fuel charge, driver's charge