Construction of Out fall Structure at different lake and different places in Dy.C.E. -2 area of South West Zone (ARC) (Re-invite)

Name of Work : Construction of Out fall Structure at different lake and different

places in Dy.C.E. -2 area of South West Zone (ARC) (Re-invite)

QTY Item Description GST) in Per Amount

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead

.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil (04002A)

Excavation for foundation for depth from 3.0 m to

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead. (A) Loose or soft soil

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

4 6.00 stacking of useful materials and disposing off the 20.91 Cmt.

excavated stuff upto 50 m lead. (a)Loose or soft

Excavation Work

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

78.75 0 to 1.5 meter depth. 79.46 Cmt

67.50 1.5 to 3 meter depth. 87.50 Cmt

56.25 3 to 4.50 meter depth. 91.96 Cmt

6.00 4.50 to 6.00 meter depth. 97.32 Cmt

Filling available excavated earth (excluding rock) in

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

exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

Filling in foundation and plinth with murrum or

10 60.00 selected soil in layers of 20cm. thickness including 286.20 Cmt

watering, ramming and consolidating etc. complete

Filling in foundation and plinth with brick Bats Chhara

11 60.00 in layers of 20cm. thickness including watering, 594.61 Cmt

remming and consolidating etc. complete

Boring holes 3.5 m deep in ordinary soil (for cast in

situ piles) and getting out the soil and disposal of the

surplus excavated soil as directed within a lead of 50

Meter for following diameter of pipes.(iii) 300 mm

Extra for under reaming inside the bore Holes for

under reamed piles of following Diameter.(iii) 300 mm

Empty Boring through all sorts of strata for providing

0.6 mt. diameter RCC bored piles to required depth

14 120.00 including providing necessary casing pipe with all 451.25 Rmt

plants and equipments as required

complete(excluding Concrete & Reinforcement)

Providing and casting in situ machine mixed

controlled cement concrete M-35 for RCC bored piles

0.6mtr.dia. Using Tremie Pipe including necessary

15 35.00 flushing,dewatering ,formwork ,transporting , 3670.59 Cmt

compacting, vibrating, curing and finishing including

all leads & lifts complete as per detailed

specifications ( Excluding Reinforcement)

cement concrete (PCC)

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

16 18.00 aggregates 40 mmnominal size) and curing complete 2976.00 Cmt

excluding cost of formwork in (A) Foundation and

Providing and laying cement concrete 1:4:8 (1-

Cement : 4- coarse sand : 8- hand broken stone

17 15.00 aggregates 40 mm nominal size) and curing complete 2653.67 Cmt

excluding cost of formwork in (A) Foundation and

Providing TMT Bar FE 500D reinforcement for R.C.C.

18 9600.00 work including bending, binding and placing in 75.46 Kg

position complete upto floor two level

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of formwork

19 0.60 and reinforcement for reinforced concrete work in (A) 3871.39 Cmt

Foundations, footings,Base of columns and Mass

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

20 0.60 formwork and reinforcement for reinforced concrete 4238.04 Cmt

work in (A) Foundations, footings, Base of columns

and Mass concrete.

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

21 1.20 formwork and reinforcement for reinforced concrete 4519.88 Cmt

work in (B) Walls, from top of foundation level upto

floor two level

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

22 1.20 formwork and reinforcement for reinforced concrete 4593.91 Cmt

work in (D) Columns, Pillars posts and struts, upto

floor two level

Providing and laying in position Ready Mixed M

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

23 3.00 pumping of R.M.C. from transit mixer to site of laying, 4793.10 Cmt

excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in

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

Providing and laying in position Ready Mixed M

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

24 60.00 pumping of R.M.C. from transit mixer to site of laying, 4853.56 Cmt

excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in

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) (Cement level 450 kg )

Providing and laying in position Ready Mixed M

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

25 60.00 pumping of R.M.C. from transit mixer to site of laying, 5043.66 Cmt

excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in

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) (Cement level 475 kg

Providing and laying in position Ready Mixed M

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

26 60.00 pumping of R.M.C. from transit mixer to site of laying, 5140.94 Cmt

excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in

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) (Cement level 500 kg )

Brick work using common burnt clay building bricks

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

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

Cement : 5 -fine sand)(B) Conventional

(i) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

28 30.00 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 - 584.68 Smt

coarse sand ) in foundation and plinth (A) Modular

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

30 120.00 centering below supporting floor to ceiling not 229.95 Smt

exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (C)

Vertical surface such as walls

0.00 (any thickness) partitions and the like including

attached buttresses & string course & the like. -

MS work : Providing, fabricating, assembling,

hoisting/ erecting and fixing in position at all heights/

all levels/ all floors/ all shapes & sizes with all leads &

lifts using MS Rolled Steel Sections, Hollow sections,

Tubular Sections, MS Plates, Chequered Plates, MS

Pipes, Perforated Sheet, Flats, Bright Bars, Angles,

MS Sheet, Girder, Beam, cattle trap. eep threaded

MS bolts, threaded J bolts, insert plate, support plate

etc as per drawing. all confirming to latest relevant IS

codes for the work of steel structures like staircases,

ilings, handrail, jali, gates, grills, bracings, platforms,

brackets, monkey ladder, cattle trap, windows, pipe

rack, rungs, false ceiling frame work, Roof canopy,

fencing posts, M.S. Screen & fencing jali frame work

etc. including straightening, cutting, bending, bolting

and welding the members all as per structural

drawings and as per detailed specifications (for

materials &workmanship) including necessary

scaffolding/ staging etc. complete in the situations

described hereinafter and comprising of : 1) Profile

Cutting of components to required length/ width and

shape/ profile; 2) Smooth grinding/ machining of

edges/ faces/ all welding joints; 3) Necessary

welding (electric arc welding) for required weld

lengths and sizes. 4) Machine drilling of holes for

31 150.00 joining/ anchoring (Standard measurements will be 128.29 Kg

paid for as actual cut length used at site) The rate

shall include dry sanding, degreasing (wet cleaning)

& preparation of rustfree surface manually or

mechanically, metal putty to make the surface even

and smooth, 2 coat zinc chromate yellow oxide

primer and 2 coat of enamel paint of approved shade

of paint over all the surfaces of the steel sections or

as specified in the drawing. 5)including all Cutting of

mild steel/ structural steel plate with CNC plasma/

water jet/ laser cut / Friction Sawing cutting of custom

design shape as per drawing and instruction of the

architect up to any thickness. Note: Sample as per

drawing shall be get approved from the consultants

before procurement of material by the contractor.

Work shall carried out as per the approved sample.

Any change required in the fabrication drawings shall

be carried out at No extra cost. Fabrication shall be in

a perfect architectural workmanship manner and as

provided in section V & VI of IS 800 & IS

Welding shall be carried out by qualified welders/

fabricators.It should also include the cost of

necessary scaffolding/ staging, zinc coated nut-bolt

as required for safety,structural stability of all works at

site.All product Make approved as per tender and

architect selection.

Providing & making Gabion structure with

Mechanically Woven Double Twisted Hexagonal

Shaped Wire mesh Gabion Boxes as per IS

16014:2012,MORTH Clause 2500,of required size,

Mesh Type 10x12(D=100 mm with tolerance of ± 2%)

Zinic+PVCcoated, Mesh wire diameter2.7/3.7mm,

mechanically edged/selvedged with partitions at

every 1m interval and shall have minimum 10

numbers of openings per meter of mesh

perpendicular to twist, tying with lacing wire of

diameter 2.2/3.2mm(ID/OD), supplied @3% by

weight of Gabion boxes, filled with boulders with least

dimension of 200 mm, as per drawing, all complete

as per directions of Engineer-incharge

Supplying and stacking of hard stone (for stone

pitching) 22.5 cm thick at site.

Dry stone pitching 22.5 cm thick laid in courses and

required profile with hammer dressed stones having

no side less than 15 cm, with minimum depth of

cm including preparing the bedding surface etc. all

complete. (Payment for Stone to be made

Labour charges for dry stone pitching of 22.5 cm.

thick including preparing the surface etc complete.

0.00 Manufacturing,Testing,Supplying, Loading,

Transporting to Work Site, Unloading,Lowering In

Trenches, Laying And Jointing R.C.C.,Np-3 Class

Pipes With socket and spigot joints as per IS 458- -

2003 Including EPDM Rubber ring as per IS 5382-

1985 etc.comp. As Directed by engineering in charge

3.00 300 mm internal diameter - NP3 class 888.37 Rmt

6.00 450 mm internal diameter - NP3 class 1539.32 Rmt

12.00 600 mm internal diameter - NP3 class 2212.85 Rmt

6.00 750 mm internal diameter - NP3 class 2238.00 Rmt

12.00 900 mm internal diameter -NP3 Class 2882.00 Rmt

3.00 1000 mm internal diameter -NP3 Class 3487.00 Rmt

12.00 1200 mm internal diameter -NP3 Class 4796.00 Rmt

0.60 1400 mm internal diameter -NP3 Class 6332.00 Rmt

0.60 1600 mm internal diameter -NP3 Class 8155.00 Rmt

Providing and laying rubble soling of required

thickness, under trenches, pits,foundations etc.

including hand packing, laying in proper grade,

spreading, filling the interstices with sand/quarry

dust/grit including watering, consolidation by rolling/

compacting mechanically with 3-5 ton compactor etc

complete as per drawings,specifications and as

directed by EIC.

0.00 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.

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

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

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

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

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

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

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

Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed etc.

39 0.60 comp. (Shift for Eight Hour) (For Each Pump Set, No 600.00 Shift

payment should be allowed for non working condition

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

40 1.20 required, lowering and lifting the pumps as and when 16.00 H.P/Hr

required etc. complete. Set Do As Directed. (No

payment should be allowed for non working condition

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

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.

42 0.60 shifting, fuel and operating charges and stacking of 600.00 Hour

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. Complete as

43 3.00 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

Providing & Supplying Hitachi Machine-110 capacity

on rental basis in case of emergency situation and

break down type work & also during unavoidable

44 0.60 condition as per instruction of engg. in charge, rate 2000.00 HR.

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

45 1.20 unavoidable condition as per instruction of 2700.00 HR.

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

and operating charges. (No payment should be

allowed for non working condition of machinery)

Providing & Supplying hydra carne Machine of

tone capacity on rental basis in case of emergency

situation and break down type work & also during

46 0.60 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)

Total Estimated Tender Rs.

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)