Rectifying of Breakdown of main Drainage line and Restrenthning of Drainage line and Removing Damage Existing MH by construction of RCC Chamber with using Sinking method at isanpur ward

Name of Work: Rectifying of Breakdown of main Drainage line and Restrenthning of Drainage line and

Removing Damage Existing MH by construction of RCC Chamber with using Sinking method at isanpur ward.

S.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 200.00 Upto 1.50 mt depth 89.00 Cmt

b 150.00 1.5 mt to 3 mt depth 98.00 Cmt

c 20.00 3.00 mt to 4.50 mt depth 103.00 Cmt

d 10.00 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

a 200.00 Upto 0.2 meter thickness 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 10.00 0.30 meter & above (By any type of Breaker Machine 311.08 Smt

or 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 150.00 Refilling as directed 22.00 Cmt

b 50.00 --do-- with selected soil brought from outside 175.00 Cmt

including all lead

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

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

- b) Lead up to 2 Km. 30.94 Cmt -

- c) Lead up to 3 Km. 38.37 Cmt -

- d) Lead up to 4 Km. 45.52 Cmt -

300.00 e) Lead up to 5 Km. 52.42 Cmt

300.00 f) Lead up to 10 Km. 78.54 Cmt

100.00 g) Lead up 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 -

- 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

6 - Manufacturing, testing, supplying, loading,

transporting to worksite, unloading, Lowering in

trenches, laying and jointing RCC pipe of following

class with Socket and spigot joints with ISI Mark of IS

458 - 2003 including EPDM Rubber ring as per IS

5382-1985 etc. comp. As Directed by Engineering in

charge.(GWSSB SOR 2021-22, Section - A ,Part 1-2

Item No -10.1 (E), Page No -15)

(iii) 30.00 600 mm dia. Rmt 3,597.00

7 - 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 4.00 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 2,261.60 No

0.90meter for pipe dia <=150 mm.

b 4.00 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 2,874.10 No

0.90meter for pipe dia <=230 mm.

c 4.00 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 3,905.35 No

1.20 meter for pipe dia <=230 mm

8 - 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

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

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 8.00 1.00 to 2.00 meter depth, (Slab at Ground level) (for 5,651.78 No

pipe dia <=230 mm)

b 4.00 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. 11,395.54 No

From G.L.) (for pipe dia <=300 mm)

9 4.00 Rate reduction over item of Constructing Slab Type 460.71 DM

M.H. Chamber of size 1.00 x 0.75 mt for constructing

slab @ depth more than 0.60 mt below Ground Level

(Max. 3 unit of DM should be reduced in this item)

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

Drainage SOR-Jan-2016)

10 - 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

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

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-

a 8.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10,177.68 No

b 4.00 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. 19,258.04 No

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

11 - 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-

a 4.00 4.00 to 5.00 meter depth, 521.42 DM

b 4.00 6.00 to 7.00 meter Depth 536.60 DM

c - 8.00 to 9.00 meter Depth 551.78 DM -

d - 9.00 to 10.00 meter Depth 564.28 DM -

12 2.00 Rate reduction over item of Constructing Slab Type 586.61 DM

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-2016)

13 - 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 2.00 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 5,892.85 No

C.M& reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

b 2.00 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 8,883.92 No

15 C.M& 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 8,080.35 No

CM & reinforcement (double jalli at 15 C.M. c/c

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

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

CM & 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 2.00 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 24,776.79 No

CM & 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.)

14 2.00 Provdg. & laying S.W. Gully trap with brick 1,127.81 No

masonry 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)

15 - 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 4.00 a. 150 mm to 300 mm dia. 1,339.28 No

b 8.00 b. 400 mm to 600 mm dia. 2,232.14 No

16 - 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 8.00 400 mm to 600 mm dia. 1,687.50 No

17 - 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-

a 20.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No

b 10.00 (B) up to 0.35mt. (@ Four Coarse) 1,155.44 No

c 10.00 (C) up to 0.65 mt. (@ Seven Coarse) 1,786.49 No

d 10.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2,150.90 No

18 10.00 Repairing damaged I.C./ Raising removing 399.96 No

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)

19 4.00 Carting and Fixing M.H. Chamber or Catchpite Seat 750.00 No

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)

20 - 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 10.00 (A) 100 mm to 300 mm dia. 199.10 No

b 10.00 (B) 350 mm to 600 mm dia 302.67 No

21 300.00 Providing and fixing cast iron manhole frame of 71.42 Kg

weight 80 to 85 kg suitable for existing EHD-35 FRC

MH cover, rate also incl. loading, unloading and

fixing the frame in line and level to match exisisting

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

and protecting for 7 days etc. complete as per

instruction by engg. in charge. (Approved Rate)

(AMC Drainage SOR-Jan-2016)

22 10.00 Raising of Existing manhole item includes,cutting of 6,815.32 No

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

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)

23 10.00 Brickwork using common burnt clay building bricks 2,576.16 Cmt

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

24 - 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.(As per Labour skill devlopment &

Employment Department Government of Gujarat,

Circular Dated 01-04-2023 Annexure Sr.No.6)

a 40.00 Mazdoor at day /Night 452.00 No

b 10.00 Makadam/ supervision at day / Night 462.00 No

25 2.00 Providing Dead Cantering using good quality Country 312.50 Smt

Wood Planks, wall Plate of required thickness and

size including placing the nece. supports of reqd.

size, nailing, fixing with mortar, levelling. All

specification for dead centring as per standard engg.

practice etc. comp. as directed.(AMC Drainage SOR-

26 50.00 Providing 15mm thick cement plaster in single coat 132.47 Smt.

on Rough (Similar)side of single or half brick walls for

interior plastering upto floor two level and finished

even and smooth in (i) Cement mortar 1:3 (1-

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

cement slurry. (I.No.17.6 + 17.69 R & B SOR 2021-22)

27 200.00 Providing TMT Bar FE 500D reinforcement for R.C.C. 63.10 Kg

work including bending, binding and placing in

position complete upto floor two level (Based on

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

28 20.00 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) It.NO.05010AA, Pg.No.74

29 150.00 Barricading the entire break down or excavated area 1,056.00 Rmt

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)

30 60.00 Providing and operation dewatering Pump including 535.71 Shift

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-

31 120.00 Dewatering by pumping set of required capacity 18.32 H.P/Hr

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,

32 16.00 Hiring and operating the 20 KV 3 Phase Electric 2,500.00 Shift

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 payment should be allowed for non working

condition of machinery ) (Based on Previously

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

33 16.00 Providing & Supplying JCB Machine on rental basis in 535.71 Hour

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 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)

34 16.00 Supplying electric breaker machine for RCC slab or 1,071.42 Shift

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)

35 16.00 Supplying Pneumatic Breaker Machine for RCC Slab 535.71 Hr

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)

36 12.00 Hiring of tractor with trolley considering 8 Hrs. as 2,104.09 Day

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

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

37 4.00 Levelling or orientation of existing gully trap 71.42 No.

chamber incl. 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)

38 30.00 Constructing Bombay Pattern Type Catch Pit of size 3,125.00 No.

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

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-

39 - Demolition incl. stacking of serviceable materials & -

disposal of unserviceable materials with all lead and

10.00 (b) Brick work in cement mortar (20.11,page 217) (R 324.37 Cmt

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

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and

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

40 - Providing F.R.C. MH seat cover incl. carting to the -

work site etc. comp. Directed.(Based On Rate Of

Central Store Circular No.11/2022-23, Dt.14-03-

a 4.00 (SET cover and frame) F.R.C. Extra Heavy Duty [EHD- 2,843.00 Set

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

a1 4.00 ( Only Cover ) F.R.C. Extra Heavy Duty [EHD-35] 1,500.00 No.

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

a2 4.00 Only Frame ) F.R.C. Extra Heavy Duty [EHD-35] 1,492.00 No.

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

b 4.00 (SET cover and frame) F.R.C. Heavy Duty [HD-20] 2,759.00 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

b1 4.00 (Only Cover) F.R.C. Heavy Duty [HD-20] Machinehole 1,458.00 No.

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)

b2 4.00 (Only Frame ) F.R.C. Heavy Duty [HD- 20] 1,450.00 No.

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

c 4.00 (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

(SET cover and frame)

c1 4.00 (Only Cover ) F.R.C. Medium Duty [MD- 10] 1,064.00 No.

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

c2 4.00 (Only Frame ) F.R.C. Medium Duty [MD- 10] 1,021.00 No.

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

d 4.00 (SET cover and frame) F.R.C. Medium Duty [MD-10] 1,911.00 Set

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

d1 4.00 (Only Cover ) F.R.C. Medium Duty [MD- 10] Chamber 1,021.00 No.

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

d2 4.00 (Only Frame ) F.R.C. Medium Duty [MD- 10] Chamber 1,013.00 No.

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

e 4.00 (SET cover and frame) F.R.C. Light Duty [LD-2.5] 1,631.00 Set

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

e1 4.00 (Only Cover ) F.R.C. Light Duty [LD-2.5] Chamber 847.00 No.

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

e2 4.00 (Only Frame ) F.R.C. Light Duty [LD-2.5] Chamber 839.00 No.

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

41 4.00 Set F.R.C. Strom Water Grating Grating(Jali): 740 x 2,127.00 Set

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 Store Rate)

42 - Confined Excavation of Breakdown pit/Chamber for -

sinking or Brakdown purpose in any type of soil and

maintaining the shaft during construction operation

and backfilling the same after the completion of

2.00 For depth of 5.0 mt in all type of soil 2,69,993.00 Each

6.00 Extra for each addition meter beyound 5.0 mt depth 63,946.00 Vm

43 500.00 Providing fabricating work for cutting edge , curbs 110.00 Kg.

and other structur as per design and drawing

manufactured from structural steel or M.S. plate

confirming to ISS 226-1962 incl. Riveting, welding

44 2.00 job work for making connection ,providing and fixing No. 53,572.00

pakka dummy in following dia RCC pipe line with

using MS plate ,MS garder ,sand bags, Diversion

pipe, plug ,Brick work, CC work as per required and

removing same after completion work etc comp.Do

As Directed.for up to 900 mm dia.

45 10.00 RCC Precast M.H Frame & Cover Manufacture, Set 2,294.00

supply & Delivery at store or at site of work Precast

RCC M 200 Frame & Cover suitable to Drainage M.H

Seal and Signature of the Bidder Add.City Engineer (South Zone)

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 Dy. City Engineer-4

mobile no. (South Zone)