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 ર વોડમાં આવેલ ુ ના ઈસન રુ િવ તારમાં આવેલ ુ દા ુ દા ગામતળ

Name Of work :- 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

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

1 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,

a 100.00 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

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

2 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 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

Conveyance charge of earth, lime, murrum, building rubbish, manure,

garbage, sludge, excavated rock, fly ash, aggregates of any kind executed

4 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 150.00 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

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

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, Pg.No.15

Class NP3 Test pressure 0.7 Kg/Sq.Cm

a 250.00 300 mm dia 755.00 Rmt

b 9.00 450 mm dia 1361.00 Rmt

c 2.00 500 mm dia 1485.00 Rmt

d 2.00 600 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-

7 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 250.00 300 mm dia 119.00 Rmt

b 9.00 450 mm dia 171.00 Rmt

c 2.00 500 mm dia 189.00 Rmt

d 2.00 600 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 cement

8 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

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

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

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

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

9 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 1.00 Meter

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

a 10.00 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 dia

Rate reduction over item of Constructing Slab Type M.H. Chamber of size

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)

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 5.00 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 2.00 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 2.00 4.00 to 5.00 meter depth, 521.42 DM

b 2.00 6.00 to 7.00 meter Depth 536.60 DM

c 2.00 8.00 to 9.00 meter Depth 551.78 DM

d 2.00 9.00 to 10.00 meter Depth 564.28 DM

Rate reduction over item of Constructing Slab Type M.H. Chamber of size

x 1.40 mt for constructing slab @ depth more than 0.60 mt for ( MH 2 to 3 mt

13 2.00 depth) and 1.0 mt for (MH above 3.0 mt depth) below Ground Level (Max. 5 586.61 DM

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 M.S.Steel HDPE coated

14 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-

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

a 10.00 (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at 5892.85 No

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

b 8.00 (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at 8883.92 No

below 1.00 mt. From G.L.)

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

c 10.00 (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at 8080.35 No

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

d 4.00 (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at 17008.93 No

below 1.00 mt. From G.L.)

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

e 2.00 (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at 24776.79 No

below 1.00 mt. From G.L.)

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

15 5.00 G.T.Stone including fixing of cover Square mouth trap 100 mm x100 mm size P-Trap ( 1127.81 No

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

b 4.00 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 M.H. and

17 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 50.00 150 mm to 300 mm dia. 1133.92 No

b 4.00 400 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 plaster in

18 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-

a 30.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No

b 14.00 (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 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)

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

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

protecting for 7 days etc. complete as directed. M.H. seat cover will be

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

Providing Kachha of Pakka Dummy in the following dia pipes and removing

21 the same after completion of the connection work as directed. (AMC

Drainage SOR-Jan-2016)

b 2.00 (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

22 20.00 frame in line and level to match exisisting road level in CC 1:2:4 and finishing 71.42 Kg

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

23 10.00 488 trowable fibre reinforced thixotropic repair mortal material Laying of 6815.32 No

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)

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

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

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

Mazdoor at day /Night

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

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. supports of reqd.

26 2.00 size, nailing, fixing with mortar, levelling. All specification for dead centring as 312.50 Smt

per standard engg. practice etc. comp. as directed.(AMC Drainage SOR-Jan-

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

single or half brick walls for interior plastering upto floor two level and

27 20.00 finished even and smooth in (i) Cement mortar 1:3 (1- cement:3-sand) 132.47 Smt.

finishing with a floating coat of neat cement slurry. (I.No.17.6 + 17.69 R & B

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,

28 60.00 binding and placing in position complete upto floor two level (Based on 63.10 Kg

Building SOR 2021-22) It.No.05014C, Pg No.76

Providing and laying cement concrete work 1:2:4 (1-Cement:2-Coarsesand:4-

graded stone aggregates 20mm nominal size) and curing complete excluding

29 2.00 cost of formwork and rein for cement for reinforced concrete work in 3093.30 Cmt

(A)Foundations,footings,Base or columns and Mass concrete (upto 10 ton)

(Based on Building SOR 2021-22) 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. 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-2016)

Manufacturing,and supplaying steel vantilation colums 15 cms dia medium

class pipe with 60 x 60 cm 20 mm thick base plate and stiffeners C.I

31 0.00 ormamental cap 50 Kg and necessarey foundation nut bolts with one coat or 17107.14 No

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

32 0.00 base fixed with necessarey foundation with coat or lead oxide paint and two 6696.43 No

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 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-2016)

Dewatering by pumping set of required capacity including temporary platform,

34 600.00 carting pumping at site and fixing the same in position including all accessories 18.32 H.P/Hr

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

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

desilting machinery, and lighting and other requirements with Arranging

35 50.00 diesel to run the D.G. Set Do As Directed. 8 Hrs Shift. (No payment should be 2500.00

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

36 70.00 operating charges and stacking of useful & non-useful materials separately up 535.71

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

37 2.00 condition as per instruction of engg.incharge , rate includes all nece. shifting, 1785.71 hr

fuel and operating charges . (No payment should be allowed for non working

condition of machinery ) (Based on central work shop rate) (AMC Drainage

Providing & Supplying Hitachi Machine -200 capacity on rental basis in case of

emergency situation and break down type work & also during unavoidable

38 2.00 condition as per instruction of engg.incharge , rate includes all nece. shifting, 2410.71 hr

fuel and operating charges. (No payment should be allowed for non working

condition of machinery ) (Based on central work shop rate) (AMC Drainage

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 Per 8 hr

nece. shifting, fuel and operating charges . (No payment should be allowed for Shift

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

40 40.00 payment should be allowed for non working condition of machinery and for 1071.42 Shift

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.

41 8.00 (No payment should be allowed for non working condition of machinery and 535.71 Hr

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 working

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

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

44 2.00 CM 1:6 and plaster in CM 1:3 etc. using old G.T.stone and cover etc. comp. 71.42 No.

(AMC Drainage SOR-Jan-2016)

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to

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 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)

Demolition incl. stacking of serviceable materials & disposal of unserviceable

materials with all lead and lift.

2.00 (b) Brick work in cement mortar (20.11,page 217) (R & B SOR 2021-22) 324.37 Cmt

(c) Dismentaling tiled of stone floors laid in mortar including stacking of

120.00 serviceable materilas and disposal of unserviceable materials with all lead and 28.12 Smt

lift. (20.11,page 217) (R & B SOR 2021-22)

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

47 Directed.(Based On Rate Of Central Store Circular No.11/2022-23, Dt.14-03-

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

a 20.00 Frame- 560mm ø clear opening, The dimension of frame and cover as per 2843.00 Set

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

( Only Cover ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers & Frame-

a1 4.00 560mm ø clear opening, The dimension of frame and cover as per mentioned 1500.00 No.

in Amend No.1 to IS 12592 : 2002 table

Only Frame ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers & Frame-

a2 4.00 560mm ø clear opening, The dimension of frame and cover as per mentioned 1492.00 No.

in Amend No.1 to IS 12592 : 2002 table

(SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole Covers &

b 20.00 Frames- 560mm ø clear opening, The dimension of frame and cover as per 2759.00 Set

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

(Only Cover) F.R.C. Heavy Duty [HD-20] Machinehole Covers & Frames- 560mm

b1 4.00 ø clear opening, The dimension of frame and cover as per mentioned in 1458.00 No.

Amend No.1 to IS 12592 : 2002 table 1 (Only Cover)

(Only Frame ) F.R.C. Heavy Duty [HD- 20] Machinehole Covers & Frames-

b2 4.00 560mm ø clear opening, The dimension of frame and cover as per mentioned 1450.00 No.

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 1 (SET cover and frame)

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

c1 0.00 560mm ø clear opening, The dimension of frame and cover as per mentioned 1064.00 No.

in Amend No.1 to IS 12592 : 2002 table

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

c2 0.00 560mm ø clear opening, The dimension of frame and cover as per mentioned 1021.00 No.

in Amend No.1 to IS 12592 : 2002 table

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

d 4.00 600 x 450 mm clear opening, The dimension of frame and cover as per 1911.00 Set

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

(Only Cover ) F.R.C. Medium Duty [MD- 10] Chamber Covers & Frame- 600 x

d1 0.00 450 mm clear opening, The dimension of frame and cover as per mentioned in 1021.00 No.

Amend No.1 to IS 12592 : 2002 table

(Only Frame ) F.R.C. Medium Duty [MD- 10] Chamber Covers & Frame- 600 x

d2 0.00 450 mm clear opening, The dimension of frame and cover as per mentioned in 1013.00 No.

Amend No.1 to IS 12592 : 2002 table

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

e 5.00 x 450mm clear opening,The dimension of frame and cover as per mentioned in 1631.00 Set

Amend No.1 to IS 12592 : 2002 table

(Only Cover ) F.R.C. Light Duty [LD-2.5] Chamber Cover & Frame - 600 x 450mm

e1 0.00 clear opening,The dimension of frame and cover as per mentioned in Amend 847.00 No.

No.1 to IS 12592 : 2002 table

(Only Frame ) F.R.C. Light Duty [LD-2.5] Chamber Cover & Frame - 600 x

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

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

48 15.00 opening, outer size- 900 x 900 x 165 mm. On the upper periphery of frame 25 x 2127.00 Set

3mm wide MS flat should be well embded in concrete to protect the edges of

frame (Based on Central Store Rate)

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 8.49 Production & Supply of WMM 1708.13 Cmt

b 8.00 Laying of WMM 31.25 Cmt