Strom Water Line maintenance and drainage upgradation work in Shayona area and various other places in Chandlodia ward of North West Zone. (ARC work) (Re-invite)

QTY (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

1 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 140 0 to 1.5 meter depth. 79.46 Cu.M

b 40 1.5 to 3 meter depth. 87.50 Cu.M

c 5 3 to 4.50 meter depth. 91.96 Cu.M

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

Extra rate over item of excavation of earth if

2 30 excavation is to be done in wet condition without 17.86 Cmt.

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

3 to 0.20 meter including demolishing the asphalt carpet,

metal, soiling/cutting Reinforcement etc.comp. with

stacking the material as directed.

a 61 up to 0.20 meter thickness (By Manual) 71.10 Smt

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

b 26 R.C.C.Cutter machine including cost of operator, fuel, 177.76 Smt

& transportation etc complete.

0.30 meter & above (By any type of Breaker Machine

c 38 or R.C.C.Cutter machine including cost of operator, 311.08 Smt

fuel, & transportation etc complete.

Filling available excavated earth (excluding rock) in

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

exceeding 20 cm. in depth 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 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 0 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 0 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 59.98 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 84.00 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

6 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 etc complete.

Class AA

a 6 100 mm dia 165.52 Rmt

b 10 150 mm dia 242.98 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. (RCC

pipe Horizontal cast)

a 100 300 mm internal diameter 888.37 Rmt

b 25 450 mm internal diameter 1539.32 Rmt

c 15 600 mm internal diameter 2212.85 Rmt

d 0 900 mm internal diameter 3601.00 Rmt

e 0 1200 mm internal diameter 5899.00 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.

0.60 X 0.45 mt. size Inside Clear, Depth from

to 0.90 meter

0.60 X 0.75 mt. size Inside Clear, Depth from

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

mm thick cement plaster inside & outside (Only for

shaft) In Cm 1:3, Finishing With Cement Slurry, P/F

Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At

35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In

Cc1:1.5:3 of thickness 15 C.M.,Including Cantering &

Reinforcement (Single jalli at 15 C.M. c/c bothway

mm dia.)But Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X 1.00 Meter

(Inside Clear, M.H. length should be parallel to the

a 10 1.00 to 2.00 meter depth, (Slab at Ground level) 5651.79 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

10 0 slab @ depth more than 0.60 mt below Ground Level 460.71 DM

(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 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

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 8 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

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

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 flow,

For Pipe dia. <= 1000 mm

1 (i) 1.6 m x 1.6 m x 2 m 22,994.00 Nos.

0 (ii) 1.6 m x 1.6 m x 3 m 30,214.00 Nos.

0 (iii) 1.6 m x 1.6 m x 4 m 41,651.00 Nos.

For Pipe dia. <= 1200 mm

0 i) 1.8 m x 1.8 m x 6 m 72,909.00 Nos.

Extra rate over item of Constructing Slab Type

M.H./Chamber of following size for constructing

12 M.H./ Chamber, per 1.00 Decimetre of additional

depth or part thereof. etc. complete. Of size 1.00 x

mt. (inside clear) and Depth from.

a 1 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 for ( MH 2 to 3 mt

depth) and 1.0 mt for (MH above 3.0 mt depth) below

Ground Level (Max. 5 unit of DM should be reduced

in this item)

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

14 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

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 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 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

15 following dia pipes at any convenient time. All

damaged work shall be well repaired as per

instructions. etc..complete.

a 5 a. 150 mm to 300 mm dia. 1339.29 No.

b 2 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 etc..complete as directed. No payment

for M.H. work will be made until pipe is not cut

completely in all respect.

a 1 150 mm to 300 mm dia. 1133.93 No.

b 1 400 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

a 10 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 15 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 20 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 20 (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 fitted with plastic cups. Frame :

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

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

560 mm ø clear opening, The dimension of frame and

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

2002 table

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 :

2002 table 1..

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

12592 : 2002 table

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

12592 : 2002 table

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

21 following dia pipes and removing the same after

completion of the connection work as directed.

a 2 (A) 100 mm to 300 mm dia. 199.11 No.

b 3 (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.

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris

from trench back filling etc. comp. as directed by

Eng.in charge.

a 120 Mazdoor at day /Night 363.30 No

b 20 Fitter at day / Night 380.30 No

b 40 Makadam/ supervision at day / Night 379.46 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

24 50 board etc. Item also includes for making temporary 79.99 Rmt.

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)

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

aluminium paint as per IS:2339 OR enamel paint of

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.

26 20 work including bending, binding and placing in 63.10 Kg

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-

27 2 Cement: 5 -fine sand)(B) Conventional.(R & B 2566.34 Cmt

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 brickwalls for

28 4 interior plastering upto floor two level and finished 101.25 Smt

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

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

30 1 including necessary shuttering laying, vibrating, 3672.30 Cu.M.

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 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.

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

32 5 prop. of CM (1:6) with 40 mm thick IPS flooring in the 3110.80 No

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

33 5 jali with frame 600mm x 600mm clear opening etc. 1377.64 No

comp.. As directed by engineer in charge.

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-

a 1 15 mm 75.43 Rmt

b 1 25 mm 95.36 Rmt

c 1 40 mm 153.79 Rmt

d 1 50 mm 203.19 Rmt

Providing, supplying & fixing to wall ceiling and floor

6.0 kg. F/Cm2 working pressure polythelene pipes of

35 the following outside dia. Low density. Complete with

special flange empression type fittings. Wall clips etc.

incl. making good the wall ceilling and floor.

5 90 mm 140.18 Rmt

5 110 mm 201.79 Rmt

5 140 mm 331.25 Rmt

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 200 Mt.lead

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, 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.

5 Production & Supply of WMM 1708.13 Cmt

5 Laying of WMM 31.25 Cmt

Hiring of Tractor with trolley considering 8 Hrs. As

38 3 working Day hours inclu. Driver (GWSSB SOR-2022- 2104.09 Day

23 Section-2E-Miscellenous Item No.7)

Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed etc.

39 5 comp. (Shift for Eight Hour) (For Each Pump Set, No 600.00 Shift

payment should be allowed for non working condition

of machinery)

Hiring and operating Mud Pumps incl. Cost of fuel and

operator including the cost of to and fro transportation,

laying of the delivery hoses as required, lowering and

40 10 lifting the pumps as and when required etc. complete. 16.00 H.P/Hr

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

41 12 2800.00 Shift

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. shifting, fuel

42 50 and operating charges and stacking of useful & non- 600.00 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

Supplying Pneumatic Breaker Machine for RCC Slab

or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

43 23 Directed. (No payment should be allowed for non 600.00 HR.

working condition of machinery and for pipe line

excavation and M.H. work. Allowed only for break

down work)

Providing & Supplying Hitachi Machine-110 capacity

on rental basis in case of emergency situation and break

down type work & also during unavoidable condition

44 3.1 as per instruction of engg. in charge, rate includes all 2000.00 HR.

nece. 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

45 1 condition as per instruction of engg.incharge , rate 2700.00 HR.

includes all nece. shifting, fuel and operating charges.

(No payment should be allowed for non working

Providing of&machinery)

Supplying hydra carne Machine of

tone capacity on rental basis in case of emergency

situation and break down type work & also during

46 1 unavoidable condition as per instruction of engg. in 5500.00

charge, rate includes all nece. shifting, fuel and

operating charges. (No payment should be allowed for

non working condition of machinery)

Total Estimated Tender Rs.