Construction of Out fall Structure at Different Lake In Bodakdev Ward and Different Ward in North West Zone

Name of work : Construction of Out fall Structure at Different Lake In Bodakdev Ward and Different Ward in North West Zone

Sr. No. QTY Item Description (w/o GST) in Per Amount

Excavation for foundation upto 1.5 m depth including sorting out and stacking

1 285.00 of useful materials and disposing off the excavated stuff upto 50 Meter 148.19 Cmt.

lead.(B) Dense or Hard soil (04001B)

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

2 180.00 and stacking of useful materials and disposing off the excavated stuff upto 50 128.52 Cmt.

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

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out

3 90.00 and stacking of useful materials and disposing off the excavated stuff upto 50 172.5 Cmt.

Meter lead.(B) Dense or Hard soil (04003B)

Extra for additional depth more than 5.0 m for excavation for foundation

4 65.00 including sorting out and stacking of useful materials and disposing off the 20.91 Cmt.

excavated stuff upto 50 m lead.(B) Dense or Hard soil (04004B)

Earth Work (Manually)

Excavation for foundation upto 1.5 m depth including sorting out and

5 215.00 stacking of useful materials and disposing off the excavated stuff upto 50 201.81 Cmt

Meter lead.(A) Loose or soft soil (04B001A)

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

6 150.00 and stacking of useful materials and disposing off the excavated stuff upto 50 222.72 Cmt

Meter lead.(A) Loose or soft soil (04B002A)

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out

7 90.00 and stacking of useful materials and disposing off the excavated stuff upto 50 243.62 Cmt

Meter lead.(A) Loose or soft soil (04B003A)

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

8 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.

140.00 0 to 1.5 meter depth. 79.46 Cmt

60.00 1.5 to 3 meter depth. 87.50 Cmt

32.00 3 to 4.50 meter depth. 91.96 Cmt

35.00 4.50 to 6.00 meter depth. 97.32 Cmt

Filling available excavated earth (excluding rock ) in trenches. plinth, sides of

9 142.00 foundations etc . in layers not exceeding 20 cm. in depth consolidating each 129.10 Cmt

disposited layer by ramming and watering . (4006)

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

10 125.00 thickness including watering , ramming and consolidating etc . complete 286.20 Cmt

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm.

11 8.00 thickness including watering , remming and consolidating etc . complete 594.61 Cmt

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles ) and getting out

12 75.00 the soil and disposal of the surplus excavated soil as directed within a lead of 431.14 Rmt

50 Meter for following diameter of pipes.(iii) 300 mm (04010C)

Extra for under reaming inside the bore Holes for under reamed piles of

following Diameter.(iii) 300 mm (04011C)

Empty Boring through all sorts of strata for providing 0.6 mt. diameter RCC

bored piles to required depth including providing necessary casing pipe with

all plants and equipments as required complete (excluding Concrete &

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 25.00 flushing,dewatering ,formwork ,transporting , compacting, vibrating, curing 3670.59 Cmt

and finishing including all leads & lifts complete as per detailed specifications

( Excluding Reinforcement)

Providing and installing cast in situ single under reamed piles of specified

diameter and length below pile cap, excluding the cost of Concrete, steel

reinforcement but including the cost of boring with bentonite solution and the

16 length of the pile to be embedded in pile cap etc. all complete. (Length of pile

for payment shall be measured upto to the bottom of pile cap) :

a 35.00 400 mm dia. Piles 638.83 Rmt

b 35.00 450 mm dia. Piles 705.03 Rmt

Extra over single under ream for providing additional bulbs in under reamed

piles, under specified diameter excluding the cost of Concrete, steel

17 reinforcement (only the nos. of extra bulbs are to be paid).

a 5.00 400 mm dia. Piles 813.05 Each

b 5.00 450 mm dia. Piles 1103.43 Each

cement concrete (PCC)

Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6-

18 20.00 hand broken stone aggregates 40 mmnominal size ) and curing complete 2976.00 Cmt

excluding cost of formwork in (A) Foundation and Plinth (05003A)

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

hand broken stone aggregates 40 mm nominal size ) and curing complete

excluding cost of formwork in (A) Foundation and Plinth (05004A)

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

bending, binding and placing in position complete upto floor two level

Providing and laying controlled cement concrete M .150 for curing complete

21 35.00 excluding cost of formwork and reinforcement for reinforced concrete work in 3871.39 Cmt

(A) Foundations, footings,Base of columns and Mass concrete (05023AA)

Providing and laying controlled cement concrete M .250 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

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

concrete.(05025AA)

Providing and laying controlled cement concrete M .250 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (B) Walls, from top of foundation level upto floor two level (05025BA)

Providing and laying controlled cement concrete M .250 and curing complete

24 18.00 excluding the cost of formwork and reinforcement for reinforced concrete 4593.91 Cmt

work in (D) Columns, Pillars posts and struts, upto floor two level(.05025DA)

Providing and laying in position Ready Mixed M 200 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 pumping of R .M.C. from transit

25 26.00 mixer to site of laying , excluding the cost of centering shuttering finishing and 4793.1 Cmt

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) ( 5055)

Providing and laying in position Ready Mixed M 250 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 pumping of R .M.C. from transit

mixer to site of laying , 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 ) (5056)

Providing and laying in position Ready Mixed M 300 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 pumping of R .M.C. from transit

mixer to site of laying , 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 (5057)

Providing and laying in position Ready Mixed M 350 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 pumping of R .M.C. from transit

mixer to site of laying , 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 ) (5058)

Brick work using common burnt clay building bricks having crushing strength

29 44.00 not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- 4345.02 Cmt

Cement : 5 -fine sand)(A) Modular (06001AA)

(i) Half brick masonry in common brunt clay building bricks having crushing

30 55.00 strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 - 584.68 Smt

coarse sand ) in foundation and plinth (A) Modular (06008A1A)

Providing 15mm thick cement plaster in single coat on Rough (Similar) side

of single or half brick walls for interior plastering upto floor two level and

finished even and smooth in (ii) Cement mortar 1:3 (1-cement :3-sand)

20mm thick sand faced cement plaster on walls upto height 10 metres above

ground level consisting of 12 mm thick backing coat of C.M. 1:3 (1-cement: 3-

sand ) and 8mm thick finishing coat of C .M.1:1 (1-cement: 1-sand) etc.

Finishing wall with weather proof exterior emulsion paint on wall surface (two

coats) to give an required shape even shade after thoroughly brushing the

33 75.00 surface to remove all dirt, and remains of loose powdered materials .etc 113.4 sqm

Wall painting (two coats) with plastic emulsion paint of approved brand &

manufacture on undercoated wall surface to give an even shade including

thoroughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth.

Applying two coats of putty & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortrd ropping and other foreign matter and

sand papered smooth.

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

36 65.00 removal of the same for in situ reinforced concrete and plain concrete work 171.68 Smt

in. (A) Foundations Footings Bases of Columns etc . and Mass concrete .

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

37 52.00 removal of the same for in situ reinforced concrete and plain concrete work 229.95 Smt

in. (C) Vertical surface such as walls (any thickness ) partitions and the like

including attached buttresses & string course & the like . (09001CA)

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 joining / anchoring (Standard measurements will be 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

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

40 34.00 Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. 966.10 Cmt

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 20 cm including preparing the bedding surface etc . all complete. (Payment

for Stone to be made separately).

Labour charges for dry stone pitching of 22.5 cm. thick including preparing

the surface etc complete.

Manufacturing,Testing,Supplying, Loading, Transporting to Work Site

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

43 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

15.00 300 mm internal diameter - NP3 class 888.37 Rmt

15.00 450 mm internal diameter - NP3 class 1539.32 Rmt

15.00 600 mm internal diameter - NP3 class 2212.85 Rmt

15.00 750 mm internal diameter - NP3 class 2238.00 Rmt

15.00 900 mm internal diameter -NP3 Class 2882.00 Rmt

5.00 1000 mm internal diameter -NP3 Class 3487.00 Rmt

4.00 1200 mm internal diameter -NP3 Class 4796.00 Rmt

3.00 1400 mm internal diameter -NP3 Class 6332.00 Rmt

2.00 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

44 42.00 spreading, filling the interstices with sand /quarry dust /grit including watering , 1900.00 Cmt

consolidation by rolling / compacting mechanically with 3-5 ton compactor etc

complete as per drawings,specifications and as directed by EIC.

45 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.

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

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

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

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

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

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

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

Providing and operation dewatering Pump including fuel charges & operator

46 22.00 Charges etc. as directed etc. comp. (Shift for Eight Hour) (For Each Pump 600.00 Shift

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 as required,

47 2000.00 lowering and lifting the pumps as and when required etc. complete. Set Do 16.00 H.P/Hr

As Directed. (No payment should be allowed for non working condition of

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. 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. Complete as

50 42.00 Directed. (No payment should be allowed for non working condition of 600.00 HR.

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

51 5.00 condition as per instruction of engg . in charge, rate includes all nece. shifting, 2000.00 HR.

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

52 5.00 condition as per instruction of engg .incharge , rate includes all nece . shifting, 2700.00 HR.

fuel and operating charges . (No payment should be allowed for non working

condition of machinery)

Providing & Supplying hydra carne Machine of 12 tone capacity on rental

basis in case of emergency situation and break down type work & also during

53 1.00 unavoidable condition as per instruction of engg . in charge, rate includes all 5500.00

nece. shifting, fuel and operating charges. (No payment should be allowed for

non working condition of machinery)

Constructing Slab type M .H. Chamber of the following size including

excavation, refilling, brick bats cement concrete (1:5:10) of thickness

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

54 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 1.40 meter (Inside Clear , M.H. length

should be parallel to the flow.

a 5 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

b 3 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19258.04 No.

c 3 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 26867.86 No.

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

55 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

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 1.00 Decimetre of additional depth

or part thereof . etc. complete. Of size 1.00 x 1.40 mt. (inside clear ) and

Total Estimated Tender Rs.