RECONSTRUCTION OF HIGH LEVEL MAJOR BRIDGE ON PURNA RIVER ON BUHARI-ANDHATRI-KALAKAVA-DUNGRI-KARCHELIYA ROAD AT KM 0/0 TO 10/0 (MDR) DISTRICT TAPI

NAME OF WORK :- RECONSTRUCTION OF HIGH LEVEL MAJOR BRIDGE ON PURNA RIVER ON BUHARI-ANDHATRI-

KALAKAVA-DUNGRI-KARCHELIYA ROAD AT KM 0/0 TO 10/0 (MDR) DISTRICT TAPI.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

1 Dismantling the existing structure including removing and

stacking the dismantled materials as and where directed.

(A)R.C.C. work 2664.20 Cu.m. 932.65

(B) Rubble Masonary 1627.20 Cu.m. 410.89

2 Diversion of watercourse / providing cofferdam,bund or 1.00 Job Work 3435656.40

island,Z-type sheet piling for foundation and maintaining

the same for the period as may be necessary.

3 Demarkation of road alingment including marking out 1.30 km 2706.50

road line by providing and fixing wooden pegs or steel

rod of required size at every 25 M to 50 M. including

excavating trenches ion both sodes of 0.30 m. x 0.30M.

including supplying of labours and all materials for every

work etc. complete.

4 Providing flood gauge marks on substructure as per 17.00 Rmt 164.69

design including painting complete.

5 Providing masonry steps with cement pointing on 47.00 steps 229.91

approaches as directed .

6 Providing and filling sand inside abutment and between 234.00 Cu.m. 552.22

returns in layers as directed.

7 Filling available excavated earth/wethered rock in 903.80 Cu.m. 133.65

trenches,sides of foundations etc. in layers not exceeding

20 cm in depth consolidating each disposited layer by

ramming and watering.

8 Excavation for foundation in sand , gravel , clay soft soils

& murrum etc. Including sorting and strutting and

dewatering as necessary and disposing of excavated stuff

(A) Depth upto 3.0 M. 1522.73 Cu.m. 513.62

(B) Depth from 3.0 m to 6.0 m 63.00 Cu.m. 601.67

9 Empty boring through all sorts of strata for providing 447.00 Rmt 3960.53

1.20 Mt. diameter R.C.C. bored piles to required depth

required depth including providing necessary casing pipe

with all plants and equipments as required complete.

10 Empty boring through all types of Rock for providing 1.20 387.40 Rmt 10362.60

Mt. diameter R.C.C. bored piles to required depth

including providing necessary casing pipe with all plants

and equipments as required complete.

11 Providing 6 mm thick steel liner for piles including 90.60 MT 47323.73

fabricating and setting out as per detail drawing as

12 Providing and laying controlled cement concrete of M 40 1062.00 Cu.m. 5115.65

for R.C.C. bored piles of 1.2 mt dia. including ramming,

vibrating and finishing excluding T.M.T Reinforcement

13 Providing and fixing in position CRS Fe 550D TMT for 212.40 MT 72583.62

R.C.C. bored piles as per detailed drawing, including

cutting, bending hooking tying and welding complete and

including forming the cage and lowering it in position.

14 Static Load testing of foundation piles including loading 2000.00 MT 187.38

with necessary kentledge or any other suitable method

as directed with all arregement & equipment reqired.

15 Dynamic Load testing of foundation piles including 3.00 Nos 35767.11

loading with necessary kentledge any other suitable

method as directed with all arregement & equipment

16 Conducting Pile low strain integrity test as per ASTM D 60.00 Nos 1212.00

5882- 96 code of American Society for Testing on cast -in

situ RCC pile of 1500 mm diameter inclusive of analysis

with all contractor's equipment, manpower, site

preparation, lead and lifts etc. complete as per standard

procedure, and as directed by the Engineer in charge.

Note:- Rate is inclusive All equipment, All labour and

consumable required & Mobilization of equipment

17 Providing & filling in foundation as base course with 120.70 Cu.m. 3697.61

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

18 Providing and casting in-situ controlled cement concrete 895.70 Cu.m. 5203.52

of M 35 For R.C.C. pile cap including necessary form

work vibrating, curing and finishing complete.

19 Providing and fixing in position of steel grade CRS FE- 99.00 MT 72789.08

550D (TMT) for R.C.C. Pile Cap Including cutting

hooking, tying, welding etc., complete as per detailed

drawing and specification.

20 Providing and casting in situ controlled cement with of

M35 for R.C.C. work in piers and abutment as per

drawing including centering shuttering scaffolding where

necessary laying vibrating curing and finishing complete.

(A) Height from 0.0 M to 5.0 M 551.91 Cu.m. 5548.94

(B) Height from 5.0 M to 10.0 M 3.20 Cu.m. 5874.16

21 Supplying, fitting and fixing in position true to line and 27000.00 MT 58.94

level POT-PTFE bearing consisting of a metal piston

supported by a disc or unreinforced elastomer confined

within a metal cylinder, sealing rings, dust seals, PTFE

surface sliding against stainless steel mating surface,

completre assembly to be of cast steel/fabricated

structural steel, metal and elastomer elements to be as

per IRC: 83 part-I & II respectively and other parts

conforming to BS: 5400, section 9.1 & 9.2 and clause

2006 of MoRTH Specifications complete asper drawing

and approved technical specifications.

22 Providing and casting in situ controlled cement concrete 607.40 Cu.m. 5947.89

of M 35 Mix for R.C.C. works in pier cap abutment cap

and dirt wall including controlled cement concrete M

bed block or pedestals of required drawings, centering

shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

23 Providing and fixing in position CRS FE 550 D bar 184.30 MT 72789.08

reinforcement including cutting ,bending, hooking, tying,

welding etc., complete as per detailed drawing and

specification. For pier,Abutments,Aburment cap , pier cap

, sesmic arrester , Pedestal,Retaining wall.

24 Providing and precast controlled Cement Concrete M-45 1940.00 Cu.m. 9325.11

for prestressed concrete work in Super structure

including centering, shuttering, curing, scaffolding,

ramming, vibrating, finishing, lauching or shifting

complete.(II) Deck Slab.(III) Main Girders.(IV)

Diaphragm or cross girder.

25 Providing and fixing in position to exact profile high 75.40 MT 72402.66

tensile steel wires of required ultimate strength including

bending, cutting, tying providing necessary standard and

anchorages, sheathing, stressing, grouting, ducts as per

detailed drawing including necessary plant and

machinery complete.

26 Providing and placing in position CRS FE 550D TMT bar 291.00 MT 73644.87

reinforcement including cutting, bending, hooking, and

tying complete as per detailed drawing.(B)I-Beam and

Deck slab type of superstructure.

27 Providing and casting in situ controlled cement concrete 242.10 Cu.m. 5704.48

of M 40 for average 100 mm. thick wearing coat laid as

directed including tamping vibrating finishing curing and

filling in joints with bitumen complete.

28 Provision of an Reinforced cement concrete crash barrier 403.40 Rmt 7421.48

at the edges of the road, approaches to bridge structures

and medians, constructed with M-40 grade concrete with

CRS Fe-550D reinforcement conforming to IRC:21 and

dowel bars 25 mm dia, 450 mm long at expansion joints

filled with pre-moulded asphalt filler board, keyed to the

structure on which it is built and installed as per design

given in the enclosure to MOST circular No. RW/NH -

33022/1/94-DO III dated 24 June 1994 as per

dimensions in the approved drawing and at locations

directed by the Engineer, all as specified as per drawing

29 Providing raling of controlled cement concrete M-30 as 202.00 Rmt 1407.94

per detailed drawings with necessary reainforcement

including, shuttering, laying vibrating and finishing to line

and level complete.(ii) Cast in situ.

30 Providing and laying chequered precast cement concrete 303.00 Sqm 541.21

tiles 22mm thick with aggegate of sizes upto 6mm in

floors, treads of steps and landings on 20mm thick bed of

C.M. 1:6 (1-cement : 6-sand) or L.M. 1:1.5(1-Lime putty

: 1.5 coarse sand) joint with neat cement slurry with

pigments to match the shade of the tiles.

31 Providing G.I. 100 mm. diameter water spouts including 96.00 Each 536.03

necessary iron gratings as per drawings.

32 Providing and fixing marble slab including engraving and 2.00 Each 1012.65

painting complete. (A) size 75 cm x 60 cm x 4 cm

33 Providing and casting in situ controlled cement concrete 53.20 Cu.m. 5483.29

of M 35 for approach slab including form work curing and

finishing complete.

34 Providing and fixing in position CRS FE 550D TMT bar 29.60 MT 72173.42

reinforement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Kerb. (B)

R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing

35 Modular Strip / Box Seal Joint (Providing and laying of a 59.10 Rmt 2057.37

modular strip Box steel expansion joint including

anchorage catering to a horizontal movement beyond

mm and upto 140mm, complete as per approved

drawings and standard specifications to be installed by

the manufacturer/supplier or their authorised

representative ensuring compliance to the manufacturer's

instructions for installation.)

36 Providing and laying Filter Media 600mm Thick directed 300.44 Sqm 1279.96

at the back of Abutment, return and wing walls as per

detailed specification.

37 Providing & laying weep hole in Abutments, and returns 196.00 Each 87.07

by using A.C. pipe of 100mm including laying in proper

grade and jointing the completed as per detailed

38 Providing and laying of Extruded Bioaxial Polypropylene 2445.00 Sqm 249.07

Geogrid 30 KN as per clause no 3102.8 and approval

design and specification with accesories like tie

strips,nuts & bolts and loops/lugs for joining reinforcing

elements with the facia ,pannels and overlaps and other

protective elements as per detailed specification.

39 Carrying out load test of super structure as directed 400.00 MT 169.92

including all necessary materials plant

equipement,instruments, labour and arrangements for

40 Steel work, welded in built up sections framed work 21.00 MT 91084.83

inpection platform, ladder including cutting, hoisting,

fixing in position and applying a priming coat of red lead

paint. (A)In beams and joists,channels angles Tees, flats,

with connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters,purlins conneted to

common rafters and the like

41 Painting two coats (excluding priming coat) on new steel 875.00 Sqm 66.94

and other metal surface with synthetic enamel paint,

brushing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

42 Clearing and grubbing road land including uprooting rank 0.20 Hect. 28455.09

vegetation , grass , bushes , shrubs , saplings and trees

of girth upto 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (I) By

Mechanical means in area of light jungle.

43 Earth work for embankment having CBR not less than 499.80 Cu.m. 295.93

5% including breaking clods dressing With all lead and

lift and including watering, rolling, and consolidation of

subgrade in layers at O.M.C. to required dry density

including filling the depressing which occur during the

process using Vibratory roller 8T to 10T.

44 Back filling between returnwall shall be selected soil 1068.00 Cu.m. 552.22

having properties as C=0Kg/Sq. ∅=30° for embankment

including breaking clods dressing With all lead and lift

and including watering, rolling, and consolidation of

subgrade in layers at O.M.C. to required dry density

including filling the depressing which occur during the

process using Vibratory roller 8T to 10T. (E) From Borrow

area With all lead & lift.

45 Construction of compacted coarsed granular subbase 200 663.80 Cu.m. 874.66

mm thick (Grade-I crushed B.T materials of 53 mm to

2.36 mm @ 20 %) by providing close graded material

mixing in a mechanical mix plant at OMC,carriage of a

mix material to work site, spreading uniform layers with

motor grader on prepared surface and compacting with

vibratory power roller to achieve desire density

complete clause as per

46 Providing and laying wet mix base course macadam 250 829.80 Cu.m. 1023.13

mm in Two layer using machine crushed chips as per

required gradation mixing with required optimum

quantity of water conveying the mix to site and

spreading to grade and camber with mechanical paver

consolidation by vibratory roller including material,

labour, plant and machinery and equipment etc.

47 Providing and laying 60 mm DBM in single layer using 477.50 MT 3006.77

crushed stone aggregate BT chips as per required

gradation and using emulsion asphalt as a tack coat @

2.5 kg / 10 sqmt and the VG-30 grade asphalt at

kg/MT)by total weight of mix hot laid process using hot

mix plant including heating and mixing asphalt &

materials by drum mix process transporting the mix and

laying by paver finisher including consolidation with

vibratory roller including cost of material, labour,

machinery equipment and fuel , oil , lubricant for plant

and machinery using contractor's own plant and

machineries etc. complete

48 Providing and laying 30 mm Bitumen concrete using 249.20 MT 3649.13

crushed stone aggregate BT chips as per required

gradation and the VG 30 grade asphalt at 54 kg/MT)by

total weight of mix hot laid process using hot mix plant

including heating and mixing asphalt & materials by hot

mix process transporting the mix and laying by paver

finisher including consolidation with vibratory roller

including cost of material, labour, machinery equipment

and fuel , oil , lubricant for plant and machinery using

contractor's own plant and machineries etc. complete.

49 Providing and applying priming coat with emulsion SS1 3459.60 Sqm 60.17

grade at the rate of 7.50 kg/ 10 Sq.mt. including cost of

asphalt and preparing the surface heating and applying

50 Road marking with hot applied thermo plastic paints with 106.00 Sqm 367.73

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5 mm

thick includlng reflectorsing glass beads@ 250 gms per

sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC-35 2015. The finished

surface to be level,uniform and free from sreaks and

holes. zebra patta/bump patta lane/center line/edge

line/cut patta. The white color marking should provide

liminance coefficent on cement road shall be min

130mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time.

The marking should meet the performance criteria for

night time reflectivity,wet reflectivity and skid resistnce

as mentioned in the section 15 of IRC35-2015. warrenty

for retro reflectivity shall be two years

51 Cautionary Warning Sign :-Providing and fixing sign 2.00 Each 3906.19

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 x 90 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 sheeting

52 Hazard Marker Sign :-Providing and fixing sign boards 2.00 Each 3518.69

made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite 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 sheeting

53 Regulatory / Mandatory Sign :-Providing and fixing sign 2.00 Nos 3540.13

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 cms. Dia Circle 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 sheeting.

54 Chevron sign :-Providing and fixing sign boards made out 4.00 Each 3711.75

of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 60x50cm 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; 3.3 mtr 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 of35x35x3mm; painted with bestquality epoxy

coatings in black and white bends. the details of symbol

or inscription / numerals 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

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. (A)

Class-B Type-4 Retro Reflective sheeting

55 Providing and fixing hectometer as per I.R.C. type design 2.00 Each 356.50

including painting lettering etc. complete fixing in C.C.

56 Providing and fixing guard stone as per I.R.C. type 320.00 Nos 350.81

design including white washing etc. complete fixing in

57 Providing and erecting a 'W' metal double beam crash 49.46 Rmt 4503.59

barrier comprising of 3 mm thick corrugated sheet metal

beam rail, 70 cm above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm spaced 2 m

center to center, 1.8 m high, 1.1 m below ground/road

level, all steel parts and fitments to be galvanised by hot

dip process, all fittings to confirm to IS:1367 and

IS:1364, metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause

58 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 152.00 Each 326.23

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with micro

prismatic lens capable of providing total internal

reflection of the light entering the lens face and shall

support a load of 13635 kgs.tested in accordance to

ASTM D 4280 Type H and complying to Specifications of

Category A of MORTH Circular No RW/NH/33023/10-97

DO III Dt 11.06. 1997. The height, width and length shall

not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and

the slope to the base shall be 35 +/- 5 degree. The

strength of detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/- 2 mm and

height not less than 30+/- 2 mm) from the body is to be

a minimum value of 500 Kgf. Fixing will be by drilling

holes on the road for the shanks to go inside,without

nails and using epoxy resin based adhesive as per

manufacturers recommendation and The color of the

marker should be as per the IRC 35-2015 and as directed

by Engineerin-charge.

Thirteen Crores Thirty Eight Lakhs Ten Thousand Six Hundred Ninety and Paisa Fourteen Only

An amount of Rs. 10,86,963.17 ( Rs. Ten lakh Eighty Six Thousand Nine Hundred Sixty Three and Paisa Seventy

Only ) towards estimated credit value of dismentaling shall be recovered from the First R.A. Bill of this work

irrespective of the quantity actually received on site.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Note 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.

Note 2 :- GST and Income tax TDS will be deducted at a source while making payments of bills

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 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 5:-An amount of Rs. 10,86,963.17 ( Rs. Ten lakh Eighty Six Thousand Nine Hundred Sixty Three and Paisa Seventy Only ) towards

estimated credit value of dismentaling shall be recovered from the First R.A. Bill of this work irrespective of the quantity actually received on

Executive Engineer

Tapi (R&B) Division