Bridge

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.02 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of Light

2 Box cutting the road surface to proper slope and camber for 270.00 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto

3 Providing, laying, spreading and compacting of Hard Murrum 734.00 One 534.30

including spreading, Rolling Watering etc with all lead. Cum

4 Providing, laying, spreading and compacting stone aggregates of 290.00 One 1529.30

45 to 90mm sizes with average lead to water bound macadam Cum

specification including spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-100 kN in stages to

proper grade and camber, applying and brooming, stone

screening/binding materials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density

grading as per TechnicalSpecification Clause 405. By Manual

5 Rolling and Watering of earthwork in layers with vibratory roller 98.00 One 22.96

including filling in depression which occur during the process as Cum

6 Excavation of foundation in hard murrum and boulders and very 137.00 One 611.32

stiff or sticky clays and other similar strata including shorting out Cum

and struting and dewatering as necessary and disposing of the

excavated stuff as directed.

7 Earth work for embankment including breaking clods, dressing 1976.00 One 244.20

with all lead and lift.(Excluding watering and consolidation) Cum

Selected soil From borrow area within Land width with required

lead , Executed with machineries.(Selected soil to be used For

earthwork shall be From BORROW AREA only having CBR not

less than 6.00%

8 Excavation in large boulders and soft rock by wedging including 261.00 One 716.55

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

9 Excavation for foundation upto 1.5 m depth including sorting out 1586.00 One 198.76

and stacking of useful materials and disposing off the excavated Cum

stuff upto 50 Meter lead. (A) Loose or soft soil.

10 Excavation for foundation upto 1.5m depth including sorting out 670.00 One 432.61

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

11 Excavation for foundation in sand, gravel, clay soft soils and 1566.00 One 511.11

murrum etc. including shoring, strutting dewatering as necessary Cum

and disposing of the excavated stuff as directed.(A) Depth upto

12 Excavation for foundation upto 1.5 m depth including sorting out 84.00 One 253.88

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 meter lead. Dense or hard soil.

13 Excavation for foundation upto 1.5 m depth including sorting out 186.00 One 447.64

and stacking of useful materials and disposing off the excavated Cum

stuff upto 50 Meter lead. (D) Soft rock not requiring Blasting.

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

14 Excavation in hard rock by dry-wet blasting and chiseling 44.20 One 1675.31

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Blasting Prohibited.

15 Providing and fixing Mild steel dowel bar of minimum 32mm dia. 54.00 One 450.07

For anchoring by drilling holes in foundation strata including Rmt.

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

16 Providing and laying rubble for apron (Each stone weighting not 276.60 One 1083.81

less than 40kg) including and packing and filling in the interstices Cum

with quarry spalls.

17 Providing and casting in situ ordinary cement concrete M-150 mix 3608.50 One 3921.64

and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 m to 5.0m

18 Providing and filling in foundation with ordinary cement concrete 668.30 One 3345.88

M-100 mix and providing necessary vertical pin headers incl. Cum

Formwork, vibrating, ramming and curing complete.

19 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 277.50 One 4291.68

and providing pin headers including shuttering scafolding, laying, Cum

vibrating, curring and finishing complete without V-grooves (A)

Height from 0.0 M to 5.0 M

20 Construction of concrete road using tremix system with 20cm 66.00 One 6089.91

thick Controlled C.C. M-200 concrete mixing conplast P-211 water Cum

reduction admixure @ 100ml/bag of cement and hardner 62.50ml.

/bag using fixing and removing "C" channels of required road

depth levelling if placed concrte with surface vibrator, finishing

the surface with power floater and towel tight brooming as

directed with providing expantion joints 20x200mm and

contraction joints 20x20mm using concrete cutter machine etc.

21 Providing and casting in situ controlled cement concrete M-20 for 115.60 One 5227.36

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete. (A)

Height from 0.0 to 5.0 M. (1) Piers (2)Abutment (3) RCC return

22 Providing and casting in situ Controlled Cement Concrete M-25 446.90 One 4726.17

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

23 Providing and casting in situ Contolled Cement concrete M 20 for 17.20 One 5307.46

R.C.C. works in pier cap, abutment cap, and dirt wall including Cum

controlled cement concrete M 25 bed block or pedestals for

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

24 Providing and casting in situ Controlled cement concrete M 25 for 263.10 One 5457.74

R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

25 Providing and casting in situ Contolled cement concrete- M-20 for 233.70 One 5300.56

various thickness wearing coat laid as directed incuding. tamping, Cum

vibrating, finishing, curring and filling in joints with bitumen

26 Providing and casting in situ Contolled cement concrete- M-20 48.10 One 5158.72

for Approach slab including formwork, curing and finishing Cum

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

27 Providing and casting in situ Controlled cement concrete- M-20 15.56 One 4869.02

Kerb/Kerb blocks including formwork,curing and finishing Cum

28 Providing and laying weep hole in Abutments and returns by 1766.00 One 139.97

using A.C. / P.V.C pipe of 90/100mm. Incl. fixing in proper No

grade and jointing the complete as per detailed specification

29 Providing and laying filter media 600mm. thick directed at the 124.50 One 1239.35

back of abutments, returns and wing walls as per detailed Sqm

specifications.

30 Providing and fixing in position Mild steel dowel bars in pier cap 12.00 One 341.29

or abutment caps for anchorage in fixed end as per detailed No

drawings including cutting bending and welding complete.

31 Providing and fixing in position Mild steel dowel bars in pier cap 12.00 One 399.70

or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

32 Providing and laying in Position FE 500/500D TMT bar 25.590 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawings for the following (A) Piers (B)

Abutments (C) Walls/ Caps/ Copings etc.

33 Providing and Fixing in position FE 500/ 500D TMT bar 10.290 One 73243.02

reinforcement including cutting, bending, hooking, and tying MT

complete as per detailed drawaing (A) RCC Kerb (B) RCC

Foothpath (C ) RCC Approach Slab (D) Wearing Coat .

34 Providing & Fixing of Precast R.C.C. Railing of M-30 Grade 165.90 One 1666.32

Concrete having 2tire (Row) of Hand Rail dimension as shown in Rmt.

detail drawing & Vertical Post such as c/c pacing between vertical

posts not to exceed 2.0 m including necessary TMT steel, Form

Work, Painting with Weatherproof Paint, Supplying of all

material, Labour etc. complete as per instruction of Engineer-in-

35 Providing 12 Thick Pre-moulded asphalt filler joints as per 60.40 One 703.53

36 Providing PVC 100mm. Diameter water spouts (Weep Hole) 94.00 One 159.37

including necessary iron gratings as per drawings. No

37 Filling available excavated earth (excluding rock ) in trenches 1674.00 One 136.92

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

38 Supplying and fixing reinforced concrete heavy duty nonpressure 37.50 One 3469.25

pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.

1991 specifications including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

daimeters.I)900mm. Dia

39 Dismantling the existing structure including removing and 523.00 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

40 Removing all types of Hume pipes and stacking within a lead of 7.50 One 399.13

1000m including earthwork and Dismantaling of Masonary works Rmt.

as per technical Specification Clause

41 Providing and cast in situ Ordinary Cement Concrete M-200 9.10 One 4364.80

75/150/200 mm thick wearing coat laid as directed incuding. Cum

tamping, vibrating, finishing, curring and filling in joints with

bitumen complete.

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

42 Providing and placing in position FE 500D TMT bar reinforcement 57.40 One 73243.01

including testing of coating at plant and all taxes including MT

cutting, bending, hooking, and tying complete as per detailed

drawing.(A) Solid Slab. / App slab / Wearing Coat

43 Providing and Fixing Flood guage post confirming to IRC 67-2001 2.00 One 3045.15

using engineering grade retro reflective sheeting including No

lettering and border as directed. For New structure.

44 Citizen's Information Board- Providing and fixing of typical 1.00 One 8560.76

MMGSY information board as per instruction. Two M.S. sheets of No

3 mm thick of 900mm x 750mm size fixed at top & bottom duly

rivetted with MS angles of 25x25x5mm thick M.S. angle shall be

welded by two vertical M.S. angle of 5mm thick to 75mm x 75mm

of 12 SWG square tubes posts duly embedded in cement concrete

M-15 grade blocks of 600mm x 600mm x 750mm below ground

level. The letters & figure of any shade reflectorised with high

intensity prismatic grade retro reflective sheeting of Type-4 as per

ASTM D-4956 and latest MORD specifications; All sections of

framed posts and steel tube will be painted with primer and two

coats of epoxy paints as per drawing Clause 1701 and Annexure

1700.1 (10.16). (A) Class-B high intensity grade retro reflective

45 Cautionary Warning Sign-Providing and fixing sign boards made 2.00 One 3906.18

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite No

Panel); size 90 x 190 x 90 cms. equilateral triangle as per design of

IRC-67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

46 Facility Informatory Sign :-Providing and fixing sign boards made 6.00 One 3990.64

out of 2mm aluminium sheet/4mm ACP (Aluminum composite No

Panel); size 80 x 60 cms. rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy

paint; reflectorised with High Intensity Prismatic Grade retro

reflectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x

75 x 6mm/65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective

47 Hazard Marker Sign :-Providing and fixing sign boards made out 12.00 One 3518.69

of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite No

Panel); size 90x30 cms. rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy

paint; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective

48 Providing temporary all weather and fair weather diversion 300.00 One 2042.26

suitable for traffic during the construction period of the bridge Rmt.

including providing necessary drains and all safety measures

including Earth Work, Quarry Spall, WBM, Pipe With

Maintanance red/lamps/signal at night for traffic etc. complete

49 Providing temporary diversion suitable for traffic during the 100.00 One 708.61

construction period of the bridge/ cd work by levelling existing Rmt.

ground and supplying and spreading quarry spall in layers etc.

Three Crore Sixty Five Lakh Sixty Eight Thousand Eight Hundred Eighty Nine Rupees And Seventy Two

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be written in

figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as under.

* Estimated Amount * Estimated Amount

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

Put to tender Rs…………………… Put to tender Rs……………………

In words………………….……………… In words………………….………………

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in

all the tender.

NOTE: Amount Rs 49689.75 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Keshod-1 Junagadh