Providing and Laying New Drainage line under different Road in different location in Different ward of South West Zone in AMC (ARC Tender). (Re- Invite)

Providing and Laying New Drainage line under different Road in different location in

Different ward of South West Zone in AMC (ARC Tender). (Re- Invite)

(Tender No:8 (05/2026-27)

Volume -2 Price Bid

AHMEDABAD MUNICIPAL CORPORATION

( Engineering Department - South West Zone )

Late Shri Tushar Deshmukh bhavan,

Near Shelby Hospital, Karnavati club Road,

Jodhpur, Ahmedabad-380015.

AHMEDABAD MUNICIPAL CORPORATION

(ENGINEERING DEPARTMENT-SOUTH WEST ZONE)

Name of Work : Providing and Laying New Drainage line under different Road in

different location in Different ward of South West Zone in AMC (ARC Tender) (Re-

Bill of Quantities

Sr. No. QTY Item Description Rate 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

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 10000 0 to 1.5 meter depth. 79.46 Cu.M

b 6000 1.5 to 3 meter depth. 87.50 Cu.M

c 500 3 to 4.50 meter depth. 91.96 Cu.M

d 3750 4.50 to 6.00 meter depth. 97.32 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

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,

soiling/cutting Reinforcement etc.comp. with

stacking the material as directed.

a 500 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 etc. in

4 30000 layers not exceeding 20 cm. in depth 22.00 Cu.M

consolidation each deposited layer by ramming

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

5 0 includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within

the work site is not payable. (R&B 2021-22

Statement No.5 Page no.5 & RA Approved

St.Com.Res No.189,Dt.19/05/2022)

a 3750 a) Lead up to 1 Km. 23.38 Cu.M

b 2500 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 2500 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 2250 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 3349.65 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 1250 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 750 g) Lead From 10 Km to 15 Km. 104.65 Cu.M

Providing And Jointing Stoneware Pipes Incl.

Excavation Up to 2 Mt. Refilling, Transporting

Pipes To Work Site, Unloading, Lowering In

Trench, jointing material Such As Cement, sand,

Hemp Bitumen As Directed, Incl. Watering The

Trenches Spreading And Carting away Of

Surplus material as directed by engineer in

a 200 10 cm diia. (P-277- Item code- 24001A) 119.64 Rmt

b 125 15 cm diia. (P-277- Item code- 24001B) 163.39 Rmt

d 250 23 cm diia. 344.64 Rmt

R. C. C. PIPE (Horizontal Cast) Providing and

supplying ISI Standard R.C.C. pipes(of Sulphate

Resisting Cement) in standard lengths of

following class and diameter suitable for either

collar joints or rubber ring joints including all

taxes, insurance, transportation, freight

7 0 charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores,

stacking etc Note : One collar should be

supplied with each full length plain ended RCC

pipe, cost included in rates below. One rubber

ring should be supplied with each full length

socketed pipe, cost included in rates below.

a 0 Class NP3 Test Pressure 0.7 Kg/sq.cm

vii 25 1400 mm 7587.00 Rmt

viii 25 1600 mm 11167.00 Rmt

b 0 Class NP4 Test Pressure 0.7 Kg/sq.cm

iii) 50 600 mm 2994.00 Rmt

viii 50 1600 mm 17702.00 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 ISI code.

0 Class NP2,NP3,NP4

vii 75 1400 mm 514.00 Rmt

viii 75 1600 mm 577.00 Rmt

Constructing Chamber of following size

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

foundation, C.C.Channel (1:2:4), finished 15 mm

8 0 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

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

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, for pipe dia <=

1.00 to 2.00 meter depth, (Slab at Ground

2 to 3 meter depth, (Slab at below 0.6 mt. From

3.00 to 4.00 meter depth, (Slab at below

5.00 to 6.00 meter depth, (Slab at below

7.00 to 8.00 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

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

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

0 For Pipe dia. <= 1000 mm

0 For Pipe dia. <= 1200 mm

Rate reduction over item of Constructing Slab

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

11 10 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)

Extra rate over item of Constructing Slab Type

M.H./Chamber of following size for constructing

M.H./ 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

a 25 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 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

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

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

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

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

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

15 0 machinery etc. of following dia pipes at any

convenient time. All damaged work shall be well

repaired as per instructions. etc..complete.

a 250 a. 150 mm to 300 mm dia. 1339.29 No.

b 60 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

16 0 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 25 150 mm to 300 mm dia. 1270.00 No

b 25 400 mm to 600 mm dia. 1890.00 No

c 25 700 mm to 900 mm dia 2250.00 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.

a 75 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 50 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 50 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 25 (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

a 75 plastic cups. Frame : 560 mm ø clear opening, 3354.74 Set

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 0 following dia pipes and removing the same after

completion of the connection work as directed.

a 250 (A) 100 mm to 300 mm dia. 199.11 No.

b 75 (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.

22 1250 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, removing

debris from trench back filling etc. comp. as

directed by Eng.in charge.

a 500 Mazdoor at day /Night 363.30 No

b 250 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 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

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

25 50 of correct size nut, bolts, washers, including one 68.82 Kg.

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 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

27 125 35kg./Sq.Cm. In foundation and plinth in 2566.34 Cmt

Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)

Providing15mm thick cement plaster in single

coat on Rough (Similar) side of single or half

28 500 brickwalls for interior plastering upto floor two 101.25 Smt

level and finished even and smooth in (i)

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

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

125 Production & Supply of WMM 1708.13 Cmt

125 Laying of WMM 31.25 Cmt

Providing and Casting in situ ordinary

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

off walls including necessary shuttering laying,

30 25 vibrating, ramming and curing complete.(B) 3672.30 Cu.M.

Walls, fom top of foundation level upto floor

two level (upto 10ton). (As Per Auda Approval

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

31 5 gas cutter , electric cutter , breaker etc 5803.57 No

necessary machineries required for this work

with out damage and item also includes carting

the same to the AMC store. etc. comp as

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

32 150 thick IPS flooring in the prop M15 at bottom 3110.80 No

and 15 mm thick cement plaster inside the

catch pit in the proportion of CM (1:3) with out

jali etc. comp. as directed. (AMC approved Rate

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

charge. (AMC approved Rate )

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 75 15 mm 75.43 Rmt

b 50 25 mm 95.36 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.

Providing and operation dewatering Pump

including fuel charges & operator Charges etc.

36 250 as directed etc. comp. (Shift for Eight Hour) (For 600.00 Shift

Each Pump Set, No 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

37 2250 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

38 75 Arranging diesel to run the D.G. Set Do As 2800.00 Shift

Directed. 8 Hrs Shift. (No payment should be

allowed for non working condition of

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)

Supplying Pneumatic Breaker Machine for RCC

Slab or Asphalt Demolishing Work on site by

using Operator, fuel, power Supply etc.

40 275 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)

Supplying Electric Breaker Machine for RCC Slab

or Asphalt Demolishing Work on site by using

40A 10 Operator, fuel, power Supply etc. Complete as 1200.00 Shift

Directed. (No payment should be allowed for

non 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 as per instruction

of engg. in charge, rate includes all 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 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)

Hiring of Hydra / Crane with Driver (8 working

20 (i) Hiring of crane 6412.47 Day

0 (ii) Hiring of Hydra

20 12 tone 3334.49 Day

20 20 tone 4382.53 Day

Job Work of providing, fabricating, and

fixing SS Flange tail pieces set of for

following dia RCC pipe for fixing of knief

Edge Gate Valve with using Grouting

matrials . Rate to include arranging,

transporting, fabricating in SS Sheet flats

and Flange with grouting in RCC pipe

anchoring them in RCC pipe by anchor

bolts and filling the pipe by rich cement

mortar mixed with chemicals, etc. complete.

(i) 0 for 300 mm dia 43996.00 Nos.

(ii) 0 for 450 mm dia 61088.00 Nos.

(iii) 5 for 600 mm dia 87718.00 Nos.

(iv) 5 for 900 mm dia 134105.00 Nos.

(v) 5 for 1200 mm dia 154662.00 Nos.

(vi) 0 for 1400 mm dia 163570.00 Nos.

(vii) 0 for 1600 mm dia 179688.00 Nos.

(viii) 0 for 1800 mm dia 228613.00 Nos.

(ix) 0 for 2000 mm dia 248248.00 Nos.

Job Work of providing, fabricating, and

fixing SS Flange Body type knief Edge Gate

Valve of following dia (Inside) . Rate to

include arranging, transporting,

fabricating, laser cutting, plasma cutting,

Molding, machining, Drilling in SS Sheet,

flats ,SS Ring ,Flange with rubber lining and

Nut bolts etc. complete

(i) 0 for 300 mm dia 101138.00 Nos.

(ii) 0 for 450 mm dia 132737.00 Nos.

(iii) 5 for 600 mm dia 173438.00 Nos.

(iv) 5 for 900 mm dia 258548.00 Nos.

(v) 5 for 1200 mm dia 302328.00 Nos.

(vi) 0 for 1400 mm dia 338952.00 Nos.

(vii) 0 for 1600 mm dia 376310.00 Nos.

(viii) 0 for 1800 mm dia 517063.00 Nos.

(ix) 0 for 2000 mm dia 576943.00 Nos.

Job Work of providing, fabricating, and

fixing SS supports, floor and railings on

top of the gate frame to enable the fixing of

gearbox, SS frame top ends to be bound

with the floor structure of the gear box. Rate

46 0 to include providing the SS sheets, flats to

fabricate the top head stock supporting

structure, spindle cover pipe and fixing the

top plates by bolts in such a manner that it

can be opened easily for future maintenance

at site, etc. complete.(

(i) 0 for 300 mm dia 20597.00 Nos.

(ii) 0 for 450 mm dia 24013.00 Nos.

(iii) 5 for 600 mm dia 29144.00 Nos.

(iv) 5 for 900 mm dia 32686.00 Nos.

(v) 5 for 1200 mm dia 43018.00 Nos.

(vi) 0 for 1400 mm dia 48357.00 Nos.

(vii) 0 for 1600 mm dia 53872.00 Nos.

(viii) 0 for 1800 mm dia 73208.00 Nos.

(ix) 0 for 2000 mm dia 82972.00 Nos.

Job Work of providing, turning, fabricating

and fixing SS spindle connecting the gear

box and barrier and head stock of gearbox

on top of the gate. Rate to include providing

the SS spindle rod, turning it for the

recommended pitch length of teeth, casting

the gears from SG grade steel, turning the

warm gears ,cutting teeth in to round gear,

turning the hole on round gear exactly to

47 0 match the outer teeth of the spindle, fixing

all assembly to form the gear box with

housings and bearings, thrust bearing on

top and bottom of round gear fixed between

SS plates, covering the gear box sides

also in by SS plates .fabrication of head

stock by plates and pipe to form the

standing structure of rotation height

required, fixing all on platform, etc.

(i) 0 for 300 mm dia 40009.00 Nos.

(ii) 0 for 450 mm dia 47670.00 Nos.

(iii) 5 for 600 mm dia 53535.00 Nos.

(iv) 5 for 900 mm dia 67677.00 Nos.

(v) 5 for 1200 mm dia 70642.00 Nos.

(vi) 0 for 1400 mm dia 78536.00 Nos.

(vii) 0 for 1600 mm dia 87087.00 Nos.

(viii) 0 for 1800 mm dia 97531.00 Nos.

(ix) 0 for 2000 mm dia 111041.00 Nos.

Constructing Valve Chamber onfollowing

dia SWD linw (inside clear)including

excavation, refilling, plain cement concrete

(1:4:8) for foundation, Pre cast /situ to cast

RCC M-30 , 20 mm thick inside cement

plaster, PVC foot steps, brick masonary in

C.M. (1:5), including cost of manhole cover

and RCC slab in RCC M-20 etc

complete.depth up to 5.00 mt.

(i) 15 for 2000 mm dia,1800 mm dia,1600 mm dia 139392.00 Nos.

(ii) 15 for 1400 mm dia ,1200 mm dia, 900 mm dia 105653.00 Nos.

(iii) 5 for 600 mm dia ,450 mm dia,300 mm dia 76032.00 Nos.

Providing Dummy or Plug the Running Sewer by

using M.S. Plate , safety measures,Labour,mud

pump,D.G. set & Transportation of the same

49 0 machinary also inclues removing of dummy

when required and placed labour & Supervisor

remain present till the work comp.etc. as

a 5 600 mm dia To 1200 mm dia 60000.00 No

b 5 Above 1200 mm dia 90000.00 No

Shoring or timbering for trench with 50 mm

50 500 thick planks and suitable size truts etc. 70.00 Smt

I/We am/are willing to carry out the work at % above/below % (should be

written in figures and words below/above the estimated rates mentioned above. Amount of

my/our tender works out as under:

1) % above / below is to be submitted online only.

2) All work shall be carried out as per the specifications or as directed.

3) Rates quoted include cleaning of site (prior to commencement of work and at its

close) in all respects and hold formwork under all conditions, site moisture,

4) All the item rate are considering excluding cost of GST as per Government of

Gujarat Road And Building Dept. Reso. No. TNC/102022/457/C Dt.05/04/2022. So,

bidder shall be consider this change in BOQ

Seal and Signature of the Bidder Addl. City Engineer

(SOUTH WEST ZONE)