PROVIDING AND LAYING NEW STROM WATER DRAINAGE LINE WORK at KKNagar Road, Karmacharinagar Road, CPNagar Road, Ghatlodia Gam Road and Other Diff. Area of Ghatlodia Ward in North West Zone. (ARC)

Name PROVIDING AND LAYING NEW STROM WATER DRAINAGE LINE WORK at

of KKNagar Road, Karmacharinagar Road, CPNagar Road, Ghatlodia Gam Road and

work:- Other Diff. Area of Ghatlodia Ward in North West Zone. (ARC)

Sr. No. QTY Item Description Per Amount

Excavation for pipe line trenches for water

supply, sewerage line, 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

1 including up to all required lead cleaning the

site etc. complete for all lifts and strata as

specified. In all sorts of soil and soft murrum.

(Item No 1 -Part 1&2 Labour Sec.GWWSSB

0 to 1.5 meter depth. (Item No.1. A.1 Pg

b 25.00 1.5 to 3 meter depth. (Item No.1. A.2 Pg No.32) 98.00 Cu.M

3 to 4.50 meter depth.(Item No.1. A .3 Pg

4.50 to 6.00 meter depth.(Item No.1 A.4 Pg

6.00to 7.50 meter depth.(Item No.1 A.5 Pg

Extra rate over item of excavation of earth if

excavation is to be done in wet condition

without resorting to pumping but incl. of bailing

out of water.(based on previously approved rate

by CE sir Item No.3 Drainage/SWD pipe Line )

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,

3 soiling/cutting Reinforcement etc.comp. with

stacking the material as directed.(based on

previously approved rate by CE sir Item No.4 A

to C Drainage/SWD pipe Line )

a 5.00 up to 0.20 meter thickness (By Manual) 71.42 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.(By Manual)

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

c 5.00 cost of operator, fuel, & transportation etc 312.50 Smt

complete.(By Manual)

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

4 consolidation each deposited layer by ramming

and watering.(Item No 14 -Part 1&2 Labour

Sec.GWWSSB SOR 2022-23 )

25.00 Refilling as directed 22.00 Cu.M

brought do-- with selected soil from outside

25.00 including all lead 175.00 Cu.M

Conveyance charge of earth,lime,murrum,

building rubbish,manual garbage,sludge

5 100.00 ,excavated rock,fly ash, aggregate of any kind 125.33 Cu.m

etc. comp. up to 5Km. lead ( As Per R.A

Basedon Building SOR 2015-16)

Providing and supplying,and jointing ISI mark

only standard length stoneware pipes of

following class and diameter including

excavation for laying of pipes, insurance,

6 transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

compl. (IS651/1989 (item no.11 ,claas A,IS -

651 - 1989 Pg No.17 )(GWSSB SOR 2022-23)

a 5.00 100 mm dia 113.00 Rmt

b 5.00 150 mm dia 163.00 Rmt

c 5.00 200 mm dia 252.00 Rmt

d 5.00 230 mm dia 299.00 Rmt

labour work for lowering, laying, joiting with

cement mortar (1:1) proportion, proper postion,

grade and alignment and all level as directed by

7 engineer in charge including store to site of

work jointing material etc complete. .(item

no.12,Pg No 40,GWSSB SOR 2022-23)

a 5.00 100 mm dia 58.00 Rmt

b 5.00 150 mm dia 88.00 Rmt

c 5.00 200 mm dia 113.00 Rmt

d 5.00 230 mm dia 128.00 Rmt

Providing & Supplying ISI Standard RCC pipes

(of sulphate resisting cement) in a standard

lengths of following class & dia meter suitable

for socket-spigot type including all taxes

insurance, transporation, freight charges, octroi,

inspection charges, loading, unloading,

8 conveyance to departmental stores, staking etc

complete (IS 458:1989) Class NP-3, test

pressure 0.7/kg/sqcm. Rate also includes

supplying RCC collar for RCC pipes including

taxes, carting, loading, unloading, etc complete.

(item no. 10.1 D , Part 1 & 2 Labour PG no

GWSSB SOR 2022-23)

a 15.00 300 mm internal diameter 755.00 Rmt

b 15.00 450 mm internal diameter 1361.00 Rmt

c 5.00 600 mm internal diameter 1946.00 Rmt

d 5.00 900 mm internal Diameter 3601.00 Rmt

e 5.00 1200 mm internal Diameter 5899.00 Rmt

labour work for lowering, laying, jointing, RCC

pipes in CM 1:1 1/2 of following diameters in

proper position, grade and alignent at all as

9 directed by engineer in charge. (RCC pipe

Horizontal cast)(item 11.b, Part 1 & 2 Labour

GWSSB PG 39 SOR 2022-23)

a 15.00 300 mm internal diameter 119.00 Rmt

b 15.00 450 mm internal diameter 171.00 Rmt

c 5.00 600 mm internal diameter 228.00 Rmt

d 5.00 900 mm internal Diameter 340.00 Rmt

e 5.00 1200 mm internal Diameter 440.00 Rmt

Constructing Chamber of following size

including excavation, refilling, BBCC (1:5:10)

for foundation, C.C.Channel (1:2:4), finished

mm thick cement plaster inside in CM 1:3,

10 finishing with cement slurry, Brick masonary in

CM 1:5 & excluding the cost of chamber seat

cover etc.completed.(Based on Drainage SOR

2009-10 Item No.11)After Deduction 12 %

0.60 X 0.45 mt. size Inside Clear, Depth

a 1.00 from 0.0 to 0.90 meter 2261.60 No.

0.60 X 0.75 mt. size Inside Clear, Depth

b 1.00 from 0.0 to 0.90 meter. 2874.10 No.

0.75 X 0.75 mt. size (Inside Clear) Depth from

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 Steps 35 Cm C/C

11 At 35 Cm Staggered Masonary In Cm 1:5, Rcc

Slab In Cc1:1.5:3 of thickness

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)(Based on Drainage SOR

2009-10)After Deduction 12 % GST)

a 1.00 1.00 to 2.00 meter depth, (Slab at Ground level) 5651.78 No.

2.00 to 3.00 meter depth, (Slab at below

b 2.00 mt. From G.L.) 11395.54 No.

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

below Ground Level (Max. 3 unit of DM should

be reduced in this item)(As Per R.A. Based on

Building SOR 2015-16)

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

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

13 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

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.(Based on Drainage SOR 2009-10)After

Deduction 12 % GST)

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

2.00 to 3.00 meter depth, (Slab at below 0.6 mt.

b 1.00 From G.L.) 19258.04 No.

3.00 to 4.00 meter depth, (Slab at below

c 1.00 mt. From G.L.) 26867.86 No.

5.00 to 6.00 meter depth, (Slab at below

d 1.00 mt. From G.L.) 44050.00 No.

7.00 to 8.00 meter depth, (Slab at below

e 1.00 mt. From G.L.) 66632.14 No.

Extra rate over item of Constructing Slab

TypeM.H. Chamber of following size for

constructingM.H. Chamber, per 1.00 Decimetre

of additional depth or part thereof. etc.

14 complete. Of size 1.00 x1.40 mt. (inside clear)

and Depth from (Based on Drainage SOR 2009-

10)After Deduction 12 % GST)

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

15 1.00 above 3.0 mt depth) below Ground Level (Max. 586.60 DM

5 unit of DM should be reduced in this item)(

As Per R.A Basedon Building SOR 2015-

16)After Deduction 12 % GST)

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

16 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 (Based on Drainage

SOR 2009-10)After Deduction 12 % GST)

1.00 x 0.75 mt (inside clear) RCC Slab of

thickness 15 C.M& reinforcement (Single jalli

a 1.00 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& reinforcement (Single jalli

b 1.00 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 & reinforcement (double jalli

c 1.00 at 15 C.M. c/c bothway 10 mm dia.) From 0 to 8080.35 No

2 mt depth (Slab at Ground level)

1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 CM& reinforcement (double jalli

d 1.00 at 15 C.M. c/c bothway 10 mm dia.) From 2 to 17008.93 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 & reinforcement (double jalli

e 1.00 at 15 C.M. c/c bothway 10 mm dia.) From 3 to 24776.79 No

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

Making connection to the ex.M.H.in running

sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any

17 convenient time. All damaged work shall be

well repaired as per instructions.

etc..complete.(Based on Drainage SOR 2009-

a 1.00 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

M.H. and carting at a suitable distance

17 etc..complete as directed. No payment for M.H.

work will be made until pipe is not cut

completely in all respect.(Based on Drainage

a 1.00 150 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. 1:5 and

plaster in C.M. 1:3 and fixing C.I. steps and

18 existing MH sheet cover, removing the debris

from MH and carting the same as

directed.(Based on Drainage SOR 2009-

10)After Deduction 12 % GST)

a 5.00 (A) up to 0.15 mt. (@ Two Coarse) 732.14 No.

b 5.00 (B) up to 0.35mt. (@ Four Coarse) 1160.71 No.

c 5.00 (C) up to 0.65 mt. (@ Seven Coarse) 1794.64 No.

d 5.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2160.71 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

19 1.00 cover, removing the debris from chamber and 401.78 No.

carting the same as directed.(Based on Drainage

SOR 2009-10)After Deduction 12 % GST)

Carting and Fixing M.H., Chamber or Catchpite

Seat and Cover in line and level to match

exisisting road level in C.C. 1:2:4 and finishing

smooth, watering and protecting for 7 days etc.

20 5.00 complete as directed. M.H. seat cover will be 750.00 No.

supplied byA.M.C.(from any store)(Based on

Drainage SOR 2009-10)After Deduction 12 %

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same after

21 completion of the connection work as

directed.(Based on Drainage SOR 2009-

10)After Deduction 12 % GST)

a 2.00 (A) 100 mm to 300 mm dia. 199.11 No.

b 2.00 (B) 350 mm to 600 mm dia 302.68 No.

Providing Dead Cantering using good quality

Country 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.(Based on Drainage SOR

2009-10)After Deduction 12 % GST)

Supplying, labour for break down repairing

work for activities like excavation, disliting,

23 removing debris from trench back filling etc.

comp. as directed by Eng.in charge. As Per

Minimul Labour Wages Of GOG)

a 15.00 Mazdoor at day /Night 500.50 No

b 5.00 Fitter at day / Night 507.50 No

b 5.00 Makadam/ supervision at day / Night 519.50 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. Item

24 50.00 also includes for making temporary sufficient 80.35 Rmt.

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)(Based on Drainage SOR 2009-

10)After Deduction 12 % GST)

Structural steel work ( Confirming to IS 4923-

1997) riveted, bolted or welded in builtup for all

type sections, in framed work, including cutting,

hoisting, fixing in position and applying a

25 100.00 priming coat of approved steel primer all 126.68 Kg.

complete as per the structural designs and

directions of Engineer in charge.Column ( 122 x

61 x 3.6mm ) (R &B SOR 2023-24 Ahmedabad

cit; Item no. 20054 on Page no. 148)

Providing TMT Bar FE 500D reinforcement for

R.C.C. work including bending, binding and

26 10.00 placing in position complete upto floor two 75.46 Kg

level (R &B SOR 2023-24 Ahmedabad cit; Item

Brick work using common burnt clay building

bricks having crushing strength not less than

35kg./Sq.Cm. In foundation and plinth in

27 5.00 Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B) 2576.16 Cmt

Conventional.( Item Code 06001BA,Item No.as

per NBO-6.12 Dist. AHMEDABAD SOR

Providing 15 mm thick cement plaster by using

Ready Mix Mortar for plaster in single coat on

rough (similar) side of single or half brick walls

28 5.00 for interior plastering upto floor two level and 186.55 Smt

finished even and smooth in Cement mortar 1:3

(1 Cement : 3 sand) (R &B SOR 2023-24

Ahmedabad cit; Item no.17026 Page no. 132)

Providing and laying in position Ready Mixed

M200 grade concrete for reinforced cement

conctere work , using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site

of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of

29 5.00 laying, excluding the cost of centering 4793.10 Cu.M.

shuttering finishing and reinforcement including

cost of admixtures in recommended proportions

as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without

impairing strength and durability as per

direction of the Engineer - in - charge. Without

Fly Ash (Min cement level as per latest IS

shall be maintained) (R &B SOR 2023-24

Ahmedabad cit; Item no. 5055 Page no. 66)

Labour charger for lowering existing

Ventilating column safely with the help of

required capacity of hydra crane or any type of

required capacity of crane. Item also includes

welding machine , gas cutter , electric cutter

breaker etc necessary machineries required for

this work with out damage and item also

includes carting the same to the AMC store. etc.

comp as directed.(Based on Drainage SOR

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 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.(Based on

Drainage SOR 2009-10)After Deduction 12 %

CatchPit Jali Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc.

32 5.00 comp. As directed by engineer in charge. 1383.92 No

(Based on Drainage SOR 2009-10)After

Deduction 12 % GST)

Providing, laying and jointing in true line and

level U.P.V.C pipe (SCH - 40) of following dia.

including fittings of standard make as approved

by Engineer - in - charge. Pipe shall be fixed on

the wall with the help of clamp at every shall

33 be concealed as directed including necessary

Tee ,bend, any joint & any fittings etc.

including testing of pipe and joints and fixing

the same with adhesive solvent, including cost

of all materials ((R &B SOR 2023-24 page no.

A 5.00 15 mm (I.code no. 23061) 71.93 RMT

B 5.00 25 mm (I.code no. 23062) 90.93 RMT

C 5.00 32 mm (I.code no.23063) 117.93 RMT

D 5.00 40 mm (I.code no. 23064) 146.65 RMT

E 5.00 50 mm (I.code no. 23065) 193.73 RMT

F 5.00 110mm (I.code no. 23067) 826.88 RMT

G 5.00 160 mm (I.code no. 23066) 822.99 RMT

Providing, supplying & fixing to wall ceiling

and floor 10.0 kg. F/Cm2 working pressure

polythelene pipes of the following outside dia.

Low density. Complete with special flange

34 empression type fittings. Wall clips etc. incl.

making good the wall ceilling and floor. ( Item

Code 23004F & 23004G No 23.8 PG No.164

.Ahmedabad City S.OR.2023-24

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

Dewatering by pumping set

Dewatering by pumping set of required capacity

including temporary platform carting pumping

36 15.00 at site and fixing the same in position including 18.32 H.P/Hr

all accessories, and fuel and labour etc.

complete. (GWSSB SOR 2022-23 (revised)

Section 2E item no. 1 on page 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

37 10.00 Directed. 8 Hrs Shift. (No payment should be 2500.00 Shift

allowed for non working condition of

machinery) (Based on Drainage SOR 2009-

10)After Deduction 12 % GST)

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. in charge,

rate includes all nece. shifting, fuel and

38 10.00 operating charges and stacking of useful & non- 535.71 Hour

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 Drainage

SOR 2009-10)After Deduction 12 % GST)

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

39 10.00 allowed for non working condition of 535.71 HR.

machinery and for pipe line excavation and

M.H. work. Allowed only for break down work)

(Based on Drainage SOR 2009-10)After Deduction

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

40 10.00 of engg. in charge, rate includes all nece. 1785.71 HR.

shifting, fuel and operating charges . (No

payment should be allowed for non working

condition of machinery)

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

41 10.00 of engg.incharge , rate includes all nece. 2471.20 HR.

shifting, fuel and operating charges. (No

payment should be allowed for non working

condition of machinery) (Based on Drainage

SOR 2009-10)After Deduction 12 % GST)

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 Per

42 5.00 instruction of engg. in charge, rate includes all 3334.49 hr

nece. shifting, fuel and operating charges. (No Shift

payment should be allowed for non working

condition of machinery) (GWSSB SOR 2022-23

(revised) Section 2E item no. 7 on Page no. 105)

43 Providing F.R.C. MH seat cover incl. carting

to the work site etc. comp. Directed. (Rates are

based on Central Store circular no. 01/2025-

F.R.C. Extra Heavy Duty (EHD-35)

Manhole Covers & Frames Cover : 728mm ø &

100 mm thick circular cover, 35.00 MT load

design, 100x2mm MS flat allround, 16mm ø

plain round bar for lifting the cover & should

be fitted with plastic cups. Frame : 560 mm ø

clear opening, outer size- 888x888x175 mm.

On the upper periphery of frame 25 x 3 mm

wide MS flat should be well embed in concrete

to protect the edges of frame. FRC E.H.D.-35

manhole cover & frame described as above

( Only Cover ) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame-

b 2.00 560mm ø clear opening, The dimension of 3885.59 No.

frame and cover as Directed

( Only Frame ) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame-

c 2.00 560mm ø clear opening, The dimension of 3029.66 No.

frame and cover as per Directed

44 F.R.C. Heavy Duty [HD-20] Machinehole

(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-

B 2.00 560mm ø clear opening, The dimension of 3177.97 No

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-

C 2.00 560mm ø clear opening, The dimension of 3029.66 No

frame and cover as per mentioned in Amend

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

45 F.R.C. Medium Duty [MD-10] Machine hole

(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

(Only Cover ) F.R.C. Medium Duty

[MD-10] Machinehole Covers & Frames-

B 2.00 560mm ø clear opening, The dimension of 2224.58 No.

frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

(Only Frame ) F.R.C. Medium Duty

[MD-10] Machinehole Covers & Frames-

C 2.00 560mm ø clear opening, The dimension of 2076.27 No

frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

F.R.C. Strom water Grating Set Grating (jali)

740 x 740 X 90 mm Square Jali. 20.00 MT

Load Design , 90 X2 mm MS Flat Around,

Frame : 600 X 600 mm clear opening, outer

size 900 x 900 x165 mm. om upper

46 5.00 periphery of frame 25 x 3 mm wide MS Flate 5173.73 No

Should be well embded in concrete to protect

the edge Frame comp.. As directed by engineer

in charge. (Rates are based on Central

Store circular no. 02/2024-25 Dt.

F.R.C. Strom water Grating Set Grating (jali)

690 x 690X 70 mm Square Jali. 20.00 MT Load

Design , 70 X2 mm MS Flat Around, Frame :

600 X 600 mm clear opening, outer size 800 x

800 x120 mm. om upper periphery of frame

47 1.00 25 x 3 mm wide MS Flate Should be well 4741.53 No

embded in concrete to protect the edge Frame

comp.. As directed by engineer in charge.

(Rates are based on Central Store

circular no. 02/2024-25 Dt. 14.10.2024)

F.R.C. Strom water Grating Set Grating (jali)

620 x 620 X 75 mm Square Jali. 20.00 MT

Load Design ,75 X1.2 mm MS Flat Around,

Frame : 500 X 500 mm clear opening, outer

size 770 x 770 x135 mm. om upper

48 1.00 periphery of frame 25 x 31.5 mm wide MS 4734.75 No

Flate Should be well embded in concrete to

protect the edge Frame comp.. As directed by

engineer in charge. (Rates are based on

Central Store circular no. 02/2024-25 Dt.

Filling in plinth with sand under floors

includingwatering ramming, consolidating and

49 10.00 dressingcomplete (R &B SOR 2023-24 455.53 Cmt

Ahmedabad cit; Item no. 4.24; 04007A Page no.

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

50 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.

a 10.00 Production & Supply of WMM 1975.00 Cmt

b 5.00 Laying of WMM 35.00 Cmt

Corrugated DWC HDPE pipes (Non-pressure

Providing and supplying,Lowering, Laying &

Joining of Class SN8 Structured Wall

polyentheiene piping systems (Pipe with

online/offline coupler and elastomeric sealing

ring) with non-smooth external annular

corrugated and smooth internal surface (Double

central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading,

coveyance to the departmental stores etc.

complete-Road Project Approved Rate

Drilling of 900mm dia Horizontal borehole for

watermain pipeline crossing under the road incl

in all strata with required lenth incl fixing of

52 800mm dia M.S/RCC casing pipe with pushing

etc complete various size for 406.4 to 508 mm

dia watermain (For 45 mt Length)

RCC Casing pipe in place of MS pipe+Water

Providing & Constructing Precast RCC

Manhole in RCC M-40 grade Controlled

concrete as per drawing, in OPC including

53 excavation, 80 mm thick P.C.C. in M 15,

Reinforcement in TMT-500, PVC Foot steps,

Providing & fixing FRC Manhole frame &

cover including inside epoxy paint complete etc.

For 300, 450 & 600 dia. Pipe(upto 4 m. depth)

1.00 (i) 1.2 dia x 2.0m Depth 39937.00 No

1.00 (i) 1.2 dia x 3.0m Depth 51514.00 No

For 300,450 & 600 dia. Pipe (More than 4.0 mt.

depth) & for 900 mm dia.pipe for any depth

0.00 (i) 1.5 dia x 4.0m Depth 69388.00 No

Constructing Scrapper Slab Type M.H.

Chamber of following size incl. excavation,

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

thickness 15 C.M., C.C. channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick cement

plaster inside (SRC) & outside (only for shaft)

in C.M.1:3, finishing with cement slurry, P/F

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

at 35 cm staggered Masonry in C.M. 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 (Inside Clear, M.H. length should be

parallel to the flow,

Extra rate over item of Constructing Scrapper

Slab Type M.H. Chamber of following size for

55 constructing M.H. Chamber,per 1.00 Decimeter

of additional depth or part there of etc.

complete. (inside) and depth from

For Pipe dia. <= 1000 mm

1.00 1.6 m x 1.6 m Manhole depth from 4.0 to 5. 0 m 663.71 DM

1.00 1.6 m x 1.6 m Manhole depth from 6.0 to 7. 0 m 682.65 DM

For Pipe dia. <= 1200 mm

1.00 1.8 m x 1.8 m Manhole depth from 4.0 to 5. 0 m 732.25 DM

1.00 1.8 m x 1.8 m Manhole depth from 6.0 to 7. 0 m 753.89 DM

Total Estimated Tender Rs.