Providing and Laying Drainage Line, Strom Water Drainage Line and Upgradation work at T.P Scheme No 1,2,37,38, 214, 215 And Other Different T.P. road in thaltej ward in North West Zone.

Name of Providing and Laying Drainage Line, Strom Water Drainage Line and Upgradation work at T.P

work:- Scheme No 1,2,37,38, 214, 215 And Other Different T.P. road in thaltej ward in North West Zone.

Sr. No. QTY Item Description (w/o GST) 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 SOR 2022-23 )

a 915.00 0 to 1.5 meter depth. (Item No.1. A.1 Pg No.32) 89.00 Cu.M

b 680.00 1.5 to 3 meter depth. (Item No.1. A.2 Pg No.32) 98.00 Cu.M

c 180.00 3 to 4.50 meter depth.(Item No.1. A .3 Pg No.32) 103.00 Cu.M

d 10.00 4.50 to 6.00 meter depth.(Item No.1 A.4 Pg No.32) 109.00 Cu.M

d 10.00 6.00to 7.50 meter depth.(Item No.1 A.5 Pg No.32) 109.00 Cu.M

Extra rate over item of excavation of earth if excavation is

to be done in wet condition without resorting to pumping

2 5.00 but incl. of bailing out of water.(based on previously 17.86 Cmt.

approved rate by CE sir Item No.3 Drainage/SWD pipe

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 45.00 up to 0.20 meter thickness (By Manual) 71.42 Smt

Up to 0.30 meter (By any type of Breaker Machine or

b 170.00 R.C.C.Cutter machine including cost of operator, fuel, & 178.57 Smt

transportation etc complete.(By Manual)

0.30 meter & above (By any type of Breaker Machine or

c 280.00 R.C.C.Cutter machine including cost of operator, fuel, & 312.50 Smt

transportation etc complete.(By Manual)

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

4 exceeding 20 cm. in depth consolidation each deposited

layer by ramming and watering.(Item No 14 -Part 1&2

Labour Sec.GWWSSB SOR 2022-23 )

100.00 Refilling as directed 22.00 Cu.M

brought do-- with selected soil from outside including all

Conveyance charge of earth,lime,murrum, building

rubbish,manual garbage,sludge ,excavated rock,fly ash,

5 850.00 aggregate of any kind etc. comp. up to 5Km. lead ( As Per 125.33 Cu.m

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, transportation, freight charges, octroi, inspection

6 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 20.00 150 mm dia 163.00 Rmt

c 20.00 200 mm dia 252.00 Rmt

d 30.00 230 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 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 20.00 150 mm dia 88.00 Rmt

c 20.00 200 mm dia 113.00 Rmt

d 30.00 230 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 15 GWSSB

a 190.00 300 mm internal diameter 755.00 Rmt

b 130.00 450 mm internal diameter 1361.00 Rmt

c 70.00 600 mm internal diameter 1946.00 Rmt

d 50.00 900 mm internal Diameter 3601.00 Rmt

e 20.00 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 directed by engineer in charge.

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

GWSSB PG 39 SOR 2022-23)

a 190.00 300 mm internal diameter 119.00 Rmt

b 130.00 450 mm internal diameter 171.00 Rmt

c 70.00 600 mm internal diameter 228.00 Rmt

d 50.00 900 mm internal Diameter 340.00 Rmt

e 20.00 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 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.(Based on Drainage SOR 2009-10

Item No.11)After Deduction 12 % GST)

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

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 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

X 1.00 Meter (Inside Clear, M.H. length should be parallel

to the flow)(Based on Drainage SOR 2009-10)After

Deduction 12 % GST)

a 5.00 1.00 to 2.00 meter depth, (Slab at Ground level) 5651.78 No.

2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From

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

Chamber of size 1.00 x 0.75 mt for constructing slab @

12 1.00 depth more than 0.60 mt below Ground Level (Max. 3 unit 460.71 DM

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

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

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

35 cm c/c at 35 cm staggered 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.(Based on Drainage SOR 2009-10)After Deduction

a 15.00 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. From G.L.)

3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From

5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From

7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From

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. 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

15 1.00 mt for (MH above 3.0 mt depth) below Ground Level 586.60 DM

(Max. 5 unit of DM should be reduced in this item)( As Per

R.A Basedon Building SOR 2015-16)After Deduction

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

16 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 %

1.00 x 0.75 mt (inside clear) RCC Slab of thickness

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

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

1.00 x 0.75 mt (inside clear) RCC Slab of thickness

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

b 1.00 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. 8883.92 No

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

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

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

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

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.

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

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

e 1.00 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. 24776.79 No

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.(Based

on Drainage SOR 2009-10)

a 8.00 a. 150 mm to 300 mm dia. 1339.28 No.

b 5.00 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

17 suitable distance 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 SOR 2009-10)

a 8.00 150 mm to 300 mm dia. 1133.92 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.

18 steps and 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 8.00 (B) up to 0.35mt. (@ Four Coarse) 1160.71 No.

c 8.00 (C) up to 0.65 mt. (@ Seven Coarse) 1794.64 No.

d 2.00 (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 cover, removing the debris from chamber

and 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. complete as directed. M.H. seat cover will

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

SOR 2009-10)After Deduction 12 % GST)

Providing Kachha of Pakka Dummy in the following dia

pipes and removing the same after completion of the

connection work as directed.(Based on Drainage SOR

2009-10)After Deduction 12 % GST)

b 10.00 (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

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris from

23 trench back filling etc. comp. as directed by Eng.in charge.

As Per Minimul Labour Wages Of GOG)

a 285.00 Mazdoor at day /Night 500.50 No

b 5.00 Fitter at day / Night 507.50 No

b 70.00 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.

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.

24 100.00 Item also includes for making temporary sufficient nos of 80.35 Rmt.

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 priming coat of approved steel primer all

25 20.00 complete as per the structural designs and directions of 126.68 Kg.

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 placing in position

complete upto floor two level (R &B SOR 2023-24

Ahmedabad cit; Item no. 5.4.11; 05014C Page no. 54)

Brick work using common burnt clay building bricks

having crushing strength not less than 35kg./Sq.Cm. In

foundation and plinth in Cement Mortar 1:5.(1-Cement: 5 -

fine sand)(B) Conventional.( Item Code 06001BA,Item

No.as per NBO-6.12 Dist. AHMEDABAD SOR 2021-22

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 for interior plastering upto floor

two level and 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

laying, excluding the cost of centering shuttering finishing

29 3.00 and reinforcement including cost of admixtures in 4793.10 Cu.M.

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 456 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

31 8.00 bottom and 15 mm thick cement plaster inside the catch pit 3125.00 No

in the proportion of CM (1:3) with out jali etc. comp. as

directed.(Based on Drainage SOR 2009-10)After

Deduction 12 % GST)

CatchPit Jali Fixing P/F FRC catch pit jali with frame

600mm x 600mm clear opening etc. comp. As directed by

engineer in charge. (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

33 clamp at every shall 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

A 1.00 15 mm (I.code no. 23061) 71.93 RMT

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

C 1.00 32 mm (I.code no.23063) 117.93 RMT

D 10.00 40 mm (I.code no. 23064) 146.65 RMT

E 20.00 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

kg. F/Cm2 working pressure polythelene pipes of the

following outside dia. Low density. Complete with special

34 flange 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-

Providing and operation dewatering Pump including fuel

charges & operator Charges etc. as directed etc. comp.

35 1.00 (Shift for Eight Hour) (For Each Pump Set, No payment 535.71 Shift

should be allowed for non working condition of machinery)

Dewatering by pumping set

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 (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

37 35.00 As Directed. 8 Hrs Shift. (No payment should be allowed 2500.00 Shift

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

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 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 allowed for non working condition of machinery

39 80.00 and for pipe line excavation and M.H. work. Allowed only 535.71 HR.

for break down work) (Based on Drainage SOR 2009-

10)After Deduction 12 % GST)

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

40 5.00 instruction 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

41 5.00 instruction 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 instruction of engg. in charge, rate includes all nece. Per 8 hr

shifting, fuel and operating charges. (No payment should Shift

be allowed for non working condition of machinery)

(GWSSB SOR 2022-23 (revised) Section 2E item no. 7 on

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. 01/2025-26 Dt. 21.04.2025)

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

a 32.00 clear opening, outer size- 888x888x175 mm. On the 6165.25 Set

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

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

Machinehole Covers & Frame- 560mm ø clear

opening, The dimension of frame and cover as

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

Machinehole Covers & Frame- 560mm ø clear

c 10.00 opening, The dimension of frame and cover as per 3029.66 No.

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- 560mm ø clear

B 5.00 opening, The dimension of frame and cover as per 3177.97 No

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

(Only Frame ) F.R.C. Heavy Duty [HD-20]

Machinehole Covers & Frames- 560mm ø clear

C 5.00 opening, The dimension of frame and cover as per 3029.66 No

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

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

A 5.00 opening, The dimension of frame and cover as per 4025.42 Set.

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- 560mm ø clear

B 5.00 opening, The dimension of frame and cover as per 2224.58 No.

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

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

Machinehole Covers & Frames- 560mm ø clear

C 5.00 opening, The dimension of frame and cover as per 2076.27 No

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 periphery of

46 10.00 frame 25 x 3 mm wide MS Flate Should be well embded 5173.73 No

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) 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

47 10.00 frame 25 x 3 mm wide MS Flate Should be well embded 4741.53 No

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 10.00 periphery of frame 25 x 31.5 mm wide MS Flate 4734.75 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

Filling in plinth with sand under floors including

watering ramming, consolidating and dressing

complete (R &B SOR 2023-24 Ahmedabad cit; Item 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 carriage of mixed Material by tipper to site,

50 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 20.00 Production & Supply of WMM 1975.00 Cmt

b 20.00 Laying of WMM 35.00 Cmt

Corrugated DWC HDPE pipes (Non-pressure pipes)

Providing and supplying,Lowering, Laying & Joining of

Class SN8 Structured Wall polyentheiene piping systems

(Pipe with online/offline coupler and elastomeric sealing

51 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 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 main-406.4

Providing & Constructing Precast RCC Manhole in RCC

M-40 grade Controlled concrete as per drawing, in OPC

including excavation, 80 mm thick P.C.C. in M

53 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

1.00 (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 4 mm dia M.S Steel

54 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

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 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.