Providing And Laying Systematic strom water line and drainage line where damaged machinehole and line due to laying water network in TP-1,2 and other area of Ghatlodia Ward in North west zone.

Name of Work :- Providing & Laying Systematic strom water line and drainage line where damaged machinehole and line

due to Laying water network in TP-1,2 and other area of Ghatlodia Ward in North west zone.

Sr. QTY Item Description Rate in Rs. Per Amount

1 3.00 Raising of MH using new mathod as per drawing and 6748.72 Job

tech.details below (1) cutting road by cutter machine up

to 0.15mt. Depth and up to 1.50 X 1.50 sq mt max.

area. (2) Demolishing surrounded portion of MH seat to

remove seat from base masonary by braker.(3) p/l brick

maso. Up to 0.16 mt. in CM1:3 ( two course) (4)

Fixing/Placing MH seat after base morter bedding

made from MasterEmaco -S488 towerable mortar as

per requirement (5) P/L 10 mm grit mix conc. made of

SHRINKKOMP-30 surround to MH seat in any

thicknes up to 0.35 mm max below raod level and finish

it rough surface. (6) labour work for laying cold mix

bitumin asphalt up to road surface and make it smooth

finish after properly compacting by compector.

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 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.

a 138.00 0 to 1.5 meter depth. 79.46 Cu.M

b 54.00 1.5 to 3 meter depth. 87.50 Cu.M

c 27.00 3 to 4.50 meter depth. 91.96 Cu.M

d 0 4.50 to 6.00 meter depth. 97.32 Cu.M

54.00 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

4 to 0.20 meter including demolishing the asphalt carpet,

metal, soiling/cutting Reinforcement etc.comp. with

stacking the material as directed.

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Sr. QTY Item Description Rate in Rs. Per Amount

a 30.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

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

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

transportation etc complete. 177.76 Smt

40.00 0.30 meter & above (By any type of Breaker Machine

c or R.C.C.Cutter machine including cost of operator,

fuel, & transportation etc complete. 311.08 Smt

50.00 Filling available excavated earth (excluding rock) in

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

5 exceeding 20 cm. in depth consolidation each

deposited layer by ramming and watering. 22.00 Cu.M

Conveyance charge of earth, lime, murrum, building

rubbish, manure, garbage, sludge, excavated rock, fly

ash, aggregates of any kind executed outside the road

6 site. Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done

within the work site is not payable.

a 0.00 a) Lead up to 1 Km. 23.38 Cu.M

b 0.00 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 0.00 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 100.00 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 100.00 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 0.00 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 0.00 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

7 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 etc complete.

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Sr. QTY Item Description Rate in Rs. Per Amount

a 15.00 100 mm dia 165.52 Rmt

b 15.00 150 mm dia 242.98 Rmt

d 50.00 230 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

8 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. (RCC pipe Horizontal

a 20.00 300 mm internal diameter 888.37 Rmt

b 20.00 450 mm internal diameter 1539.32 Rmt

c 20.00 600 mm internal diameter 2212.85 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.

1.00 0.60 X 0.45 mt. size Inside Clear, Depth from

to 0.90 meter 2261.61 No.

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Sr. QTY Item Description Rate in Rs. Per Amount

1.00 0.60 X 0.75 mt. size Inside Clear, Depth from

to 0.90 meter. 2874.11 No.

1.00 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

1.20 meter. 3905.36 No.

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

10 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)

a 2.00 1.00 to 2.00 meter depth, (Slab at Ground level) 5651.79 No.

2.00 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. 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 at 35 cm

11 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

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.

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

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

2.00 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From

Extra rate over item of Constructing Slab Type

M.H./Chamber of following size for constructing M.H./

12 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.

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Sr. QTY Item Description Rate in Rs. Per Amount

a 1.00 4.00 to 5.00 meter depth, 521.43 DM

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

13 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

0.00 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) 5892.86 No

0.00 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 2 to 3 mt depth (Slab at below

mt. From G.L.) 8883.93 No

0.00 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) 8080.36 No

0.00 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. From G.L.) 17008.93 No

0.00 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 3 to 4 mt depth (Slab at

below 1.00 mt. From G.L.) 24776.79 No

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

Dewatering and other required machinery etc. of

14 following dia pipes at any convenient time. All

damaged work shall be well repaired as per

instructions. etc..complete.

a 5.00 a. 150 mm to 300 mm dia. 1339.29 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

15 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 5.00 150 mm to 300 mm dia. 1133.93 No.

b 5.00 400 mm to 600 mm dia. 1687.50 No.

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Sr. QTY Item Description Rate in Rs. Per Amount

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

a 5.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 5.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 5.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 2.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No.

10.00 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.

5 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 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

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

mm ø clear opening, The dimension of frame and cover

as per mentioned in Amend No.1 to IS 12592 :

table 1. 1720.44 No.

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

560mm ø clear opening, The dimension of frame and

cover as per mentioned in Amend No.1 to IS 12592 :

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

600 x 450 mm clear opening, The dimension of frame

and cover as per mentioned in Amend No.1 to IS

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

Frames-560mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS

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Sr. QTY Item Description Rate in Rs. Per Amount

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) 750.00 No.

Providing Kachha of Pakka Dummy in the following

20 dia pipes and removing the same after completion of

the connection work as directed.

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.

20.00 Providing Dead Cantering using good quality Country

Wood Planks, wall Plate of required thickness and size

including placing the nece. supports of reqd. size,

21 nailing, fixing with 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, removing debris

from trench back filling etc. comp. as directed by Eng.in

a 73 Labour charger -Mazdoor (As per Amc Circular No.4) No

b 11 Labour charges - Supervision for machinery 711.00 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

23 20.00 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)

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Sr. QTY Item Description Rate in Rs. Per Amount

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 one primer

coat of red lead paint conforming IS:102 Zinc chromate

paint conforming to IS:104 followed by two coat of

24 100.00 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-

26 40.00 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

Providing15mm thick cement plaster in single coat on

Rough (Similar) side of single or half brickwalls for

27 50.00 interior plastering upto floor two level and finished

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

sand). 101.25 Smt

Reinstatement of Asphalt road using the same material.

Providing and Casting in situ ordinary cement

concrete M200 for R.C.C. Raft and cutt off walls

29 10.00 including necessary shuttering laying, vibrating,

ramming and curing complete.(B) Walls, fom top of

foundation level upto floor two level. 3672.30 Cu.M.

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Sr. QTY Item Description Rate in Rs. Per Amount

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

30 1.00 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

32 20.00 with frame 600mm x 600mm clear opening etc. comp..

As directed by engineer in charge. 1377.64 No

33 3.00 Providing and operation dewatering Pump including 600 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

34 10.00 Providing & Supplying JCB Machine on rental basis in 600 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

35 100.00 Hiring and operating Mud Pumps incl. Cost of fuel and 16 H.P/Hr.

operator including the cost of to and fro transportation,

laying of the delivery hoses as required, lowering and

lifting the pumps as and when required etc. complete.

Set Do As Directed. (No payment should be allowed

for non working condition of machinery ) ( Based on

Previously approved rate by C E sir )

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Sr. QTY Item Description Rate in Rs. Per Amount

36 3.00 Hiring and operating the 20 KV 3 Phase Electric 2800 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

37 10.00 Providing & Supplying Hitachi Machine-110 capacity 2000 hr

on rental basis in case of emergency situation and

break down type work & also during unavoidable

condition as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and operating charges

. (No payment should be allowed for non working

condition of machinery ) (Based on central work shop

38 7.00 Providing & Supplying Hitachi Machine-200 2700 hr

capacity on rental basis in case of emergency situation

and break down type work & also during

unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel and

operating charges . (No payment should be allowed

for non working condition of machinery ) (Based on

central work shop rate)

39 3.00 Hiring of Tractor with trolley considering 8 hrs as 2104.09 Shift

working day hours including driver.

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