Drainage Line repairing And Maintenance work at Bopal-Ghuma area and shilaj canal road area and diff places of thaltej ward in North West Zone.

Name of work:- Drainage Line repairing And Maintenance work at Bopal-Ghuma area and shilaj canal

road area and diff places of thaltej ward in North West Zone.

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

1 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. In all sorts of soil and soft murrum.

GWSSB (2022-23) Item no

a 300 0 to 1.5 meter depth. 89.00 Cu.M

b 100 1.5 to 3 meter depth. 98.00 Cu.M

c 0 3 to 4.50 meter depth. 103.00 Cu.M

d 0 4.50 to 6.00 meter depth. 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 but incl. of

bailing out of water.

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

3 0 demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc.comp. with

stacking the material as directed.(Based on

Previously approved rate by C E sir )

a 100 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

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

4 214.6775 etc. in layers not exceeding 20 cm. in depth 22.00 Cu.M

consolidation each deposited layer by

ramming and watering.

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

5 0 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.

a 0 a) Lead up to 1 Km. 23.38 Cu.M

b 0 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 10 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 8 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 414 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 8 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 0 g) Lead From 10 Km to 15 Km. 104.65 Cu.M

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 charges, loading, unloading,

conveyance to departmental stores, stacking

etc. compl. (IS651/1989 or its latest revision)

including 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

a 2 100 mm dia (IT CD NO 24001AA) 211.05 Rmt

b 2 150 mm dia (IT CD NO 24001BA) 288.23 Rmt

c 20 230 mm dia 400.54 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,

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. Including 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. inlcuding conveyance from store to

site of work labour giving hydraulic testing and

all necessary testing as per IS code (RCC pipe

Horizontal cast) (Based on Road Project

approved rate /SOR rate)

200 300 mm internal diameter 888.37 Rmt

Manufacturing, testing, supplying,

loading,transporting to

worksite,unloading.RCC pipe in OPC Cement

of following class with Socket and spigot joints

as per IS 458-2021 including EPDM Rubber

ring as per IS5382-1985 etc.comp.As Directed

by Engineering in charge. (Based on Drainage

project apporved rate/SOR Rate)

0 RCC NP3 Pipe with OPC Cement

a 200 450 mm dia. 1336 Rmt.

b 50 600 mm dia. 1909 Rmt.

c 34 900 mm dia. 3537 Rmt.

d 34 1200 mm dia. 5797 Rmt.

Lowering, laying and jointing R. C. C. pipes of

following diameters in proper position, grade

and alignment at all level as directed by

Engineer-in-charge including conveyance from

stores to site of work, labour, giving hydraulic

testing as per lSI code.

0 R.C.C. PIPES (At any Depth)

a 200 450 mm dia. 171 Rmt.

b 50 600 mm dia. 228 Rmt.

c 34 900 mm dia. 340 Rmt.

d 32 1200 mm dia. 440 Rmt.

Constructing Chamber of following size

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

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

10 0 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.

0.60 X 0.45 mt. size Inside Clear, Depth

from 0.0 to 0.90 meter

0.60 X 0.75 mt. size Inside Clear, Depth

from 0.0 to 0.90 meter.

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

0.0 to 1.20 meter.

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 0.75 X 1.00 Meter (Inside Clear, M.H.

length should be parallel to the flow)

1.00 to 2.00 meter depth, (Slab at Ground

2.00 to 3.00 meter depth, (Slab at below

Rate reduction over item of Constructing Slab

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

12 0 constructing slab @ depth more than 0.60 mt 460.71 DM

below Ground Level (Max. 3 unit of DM should

be reduced in this item)

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

cm c/c at 35 cm staggered in masonary CM

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. of Size 1.00 X

meter (Inside Clear, M.H. length should be

parallel to the flow.

1.00 to 2.00 meter depth, (Slab at Ground

2.00 to 3.00 meter depth, (Slab at below

3.00 to 4.00 meter depth, (Slab at below

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 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

0 For Pipe dia. <= 1000 mm

0 For Pipe dia. <= 1200 mm

Extra rate over item of Constructing Slab Type

M.H./Chamber of following size for

constructing M.H./ Chamber, per

Decimetre of additional depth or part thereof.

etc. complete. Of size 1.00 x 1.40 mt. (inside

clear) and Depth from.

a 0 4.00 to 5.00 meter depth, 521.43 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

16 2 for ( MH 2 to 3 mt depth) and 1.0 mt for (MH 586.61 DM

above 3.0 mt depth) below Ground Level

(Max. 5 unit of DM should be reduced in this

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

1.00 x 0.75 mt (inside clear) RCC Slab of

thickness 15 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 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.)

1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 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 23 CM& reinforcement (double jalli

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

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.)

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.

a 8 a. 150 mm to 300 mm dia. 1339.29 No.

b 6 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

19 0 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.

a 4 150 mm to 300 mm dia. 1133.93 No.

b 4 400 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

existing MH sheet cover, removing the debris

from MH and carting the same as

directed.(Based on apporved Road project

a 65 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 75 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 64 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 10 (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.

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

the work site etc. comp. Directed.

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

a 10 fitted with plastic cups. Frame : 560 mm ø 3354.74 Set

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

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

Covers - 560 mm ø clear opening, The

b 18 dimension of frame and cover as per 1720.44 No.

mentioned in Amend No.1 to IS 12592 :

F.R.C. Medium Duty [MD-10] Machinehole

Covers - 560mm ø clear opening, The

c 4 dimension of frame and cover as per 1255.52 No.

mentioned in Amend No.1 to IS 12592 :

F.R.C. Medium Duty [MD-10] Chamber Covers

& Frame- 600 x 450 mm clear opening, The

d 4 dimension of frame and cover as per 2254.98 No.

mentioned in Amend No.1 to IS 12592 :

F.R.C. Light Duty [LD-2.5] Machinehole Covers

& Frames-560mm ø clear opening, The

e 4 dimension of frame and cover as per 1915.14 No.

mentioned in Amend No.1 to IS 12592 :

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)

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same

after completion of the connection work as

a 4 (A) 100 mm to 300 mm dia. 199.11 No.

b 4 (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.

25 8 supports of reqd. size, nailing, fixing with 312.50 Smt

mortar, levelling. All specification for dead

centring as per standard engg. practice etc.

comp. as directed.

Supplying, labour for break down repairing

work for activities like excavation, disliting,

26 0 removing debris from trench back filling etc.

comp. as directed by Eng.in charge.

Mazdoor at day /Night (As per AMC Circular

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

27 34 board etc. Item also includes for making 79.99 Rmt.

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

Fabricating, supply and erecting in position

Standard Structural steel sections conforming

to IS 2062 for railing , skywalk, stair, or other

works using ISMB, ISA, ISMC, MS plate, flat,

square bars, pipe, square pipe, rectangular

sections, square section, tube, etc. including

welding, cutting, wastage, etc. complete. The

rate is inclusive of welding rod, supply & fixing

of correct size nut, bolts, washers, including

28 70 one primer coat of red lead paint conforming 68.82 Kg.

IS:102 Zinc chromate paint conforming to

IS:104 followed by two coat of aluminium

paint as per IS:2339 OR enamel paint of color

as selected by engineer incharge, with all

contractor's materials, labour, tools & plants,

in bolted/welded construction as directed by

Engineer-in Charge. The waste cut pieces shall

not be included in the paying quantity. The

work shall be done as per drawing and

specification. The work shall be carried out as

per IS:800, IS:816.

Providing TMT Bar FE415 reinforcement for

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

placing in position complete upto floor two

level (upto 10 ton)

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.(R & B Building Road

Bridge SOR 2021-22 Item Code 06001BA,Item

No.as per NBO-6.12 page no.64Dist.

AHMEDABAD SOR 2021-22

Providing15mm thick cement plaster in single

coat on Rough (Similar) side of single or half

31 20 brickwalls for interior plastering upto floor two 186.55 Smt

level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand).

Reinstatement of Asphalt road using the same

Providing and Casting in situ ordinary

cement concrete M200 for R.C.C. Raft and

cutt off walls including necessary shuttering

laying, vibrating, ramming and curing

complete.(B) Walls, fom top of foundation

level upto floor two level.

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

34 2 welding machine , gas cutter , electric cutter , 5803.57 No

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.

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.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch

pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in

Providing, laying and jointing in true line and

level UPVC pipe (SCH-40) of following dia.

Including fittings of standard make as

approved by Engineer-in-charge.

a 2 15 mm 75.43 Rmt

b 70 25 mm 95.36 Rmt

c 4 40 mm 153.79 Rmt

Providing, supplying & fixing to wall ceiling and

floor 6.0 kg. F/Cm2 working pressure

polythelene pipes of the following outside dia.

Low density. Complete with special flange

empression type fittings. Wall clips etc. incl.

making good the wall ceilling and floor.

Hiring of Tractor with trolley considering 8 Hrs.

As working Day hours inclu. Driver (GWSSB

SOR-2022-23 Section-2E-Miscellenous Item

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

Hiring and operating Mud Pumps incl. Cost of

fuel and operator including the cost of to and

fro transportation, laying of the delivery hoses

41 2 as required, lowering and lifting the pumps as 16.00 H.P/Hr

and when required etc. complete. Set Do As

Directed. (No payment should be allowed for

non working condition of machinery)

Hiring and operating the 20 KV 3 Phase

Electric Generator for operating desilting

machinery, and lighting and other

requirements with Arranging diesel to run the

D.G. Set Do As Directed. 8 Hrs Shift. (No

payment should be allowed for non working

condition of machinery)

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.

43 140 shifting, fuel and operating charges and 600.00 Hour

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

Supplying Pneumatic Breaker Machine for

RCC Slab or Asphalt Demolishing Work on site

by using Operator, fuel, power Supply etc.

44 50 Complete as Directed. (No payment should be 600.00 HR.

allowed for non working condition of

machinery and for pipe line excavation and

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

Total Estimated Tender Rs.

(in words also)

CONTRACTOR'S SIGNATURE Add.City Engineer

& STAMP (North West Zone)