CONSTRUCTION OF MAJOR BRIDGE ACROSS NAGUVA RIVER ON RAJPIPLA TO SISODRA ROAD (S.H.) KM.0/0 TO 14/00 (BETWEEN CH.-4/600 TO 4/800), TA. NANDOD, DIST:NARMADA.

NAME OF WORK:- CONSTRUCTION OF MAJOR BRIDGE ACROSS NAGUVA RIVER ON RAJPIPLA TO SISODRA ROAD (S.H.) KM.0/0

TO 14/00 (BETWEEN CH.-4/600 TO 4/800), TA. NANDOD, DIST:NARMADA.

Bill of Quantities

Item Description of Item (with brief specification and

Quantity Unit Rate In figures Amount

No. reference to book of specifications)

1 Dismentaling the existing structure including removing and 1405.00 Cu.m 952.51

stacking the dismentelled materials as and where directed. (A)

2 Diversion of watercourse / providing cofferdam and bund or 3.00 Each 270528.50

island as may be necessary for foundation and maintaining the

same for the period as may be necessary.

3 Demarkation of road alingment including marking out road line 1.05 Km. 2706.50

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 design 16.00 Rmt. 166.90

including painting complete.

5 Providing masonry steps with cement pointing on approaches 88.00 Steps. 235.99

6 Filling available excavated earth/wethered rock in 1309.60 Cu.m. 137.47

trenches,sides of foundations etc. in layers not exceeding

cm in depth consolidating each disposited layer by ramming

7 Excavation for foundation in sand , gravel , clay soft soils &

murrum etc. including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed.

(A) Depth up to 3 m 1714.00 Cu.m. 523.28

(B) Depth from 3.0 m to 6.0 m 391.00 Cu.m. 613.92

8 Empty boring through all sorts of strata for providing 1.50 Mt. 900.00 Rmt 3636.01

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

including providing necessary casing pipe with all plants and

equipments as required complete.

9 Providing 8mm thick steel liner for piles including fabricating 109.90 MT. 47323.73

and setting out as per detail drawing as directed.

10 Providing and laying controlled cement concrete of M 35 for 1594.00 Cu.m. 4947.28

R.C.C. bored piles of 1.50 mt dia. including ramming, vibrating

and finishing excluding T.M.T Reinforcement complete.

11 Providing and fixing in position CRS Fe 550D TMT for R.C.C. 436.00 MT 77305.94

bored piles as per detailed drawing, including cutting, bending

hooking tying and welding complete and including forming the

cage and lowering it in position.

12 Initial load test for pile in accordance with IS 2911 including 2000.00 MT. 187.38

installation of loading platform & preparation of pile head or

construction of test cap & dismantaling of test cap after test

etc. with all labour,material,tool & plants,

equipment,machinery, etc. complete as per drawing &

specification as directed by the Engineer.

13 Routine load test pile in accordance with IS 2911 including 2.00 Nos. 35767.11

installation of loading platform & preparation of pile head or

construction of test cap & dismantaling of test cap after test

etc. with all labour,material,tool & plants,

equipment,machinery, etc. complete as per drawing &

specification as directed by the Engineer.

Bill of Quantities

Item Description of Item (with brief specification and

Quantity Unit Rate In figures Amount

No. reference to book of specifications)

14 Conducting Pile low strain integrity test as per ASTM D 5882- 28.00 Nos. 2121.00

96 code of American Society for Testing on cast -in situ RCC

pile of 1200 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

15 Providing & filling in foundation as base course with ordinary 133.20 Cu.m. 3581.46

cement concrete of M 15 mix and providing necessary vertical

pin headers including formwork vibrating ramming & curing

16 Providing and casting in situ controlled cement concrete M- 35 773.00 Cu.m. 5007.58

for R.C.C. Pile cap including necessary shuttering laying,

vibrating, ramming and curing complete.

17 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 584.50 Cu.m. 5335.83

(B) Height from 5.0 M to 10.0 M 124.90 Cu.m. 5647.92

18 Providing and fixing in position fully moulded restrained 387072.00 Cu.cm 1.00

elastometric Bearings as per detailed drawings.

19 Providing and casting in situ controlled cement concrete of M 127.90 Cu.m. 5732.76

35 Mix for R.C.C. works in pier cap abutment cap and dirt wall

including controlled cement concrete M 40 bed block or

pedestals of required drawings, centering shuttering,

scaffolding wherever necessary laying vibrating curing and

finishing complete.

20 Providing and fixing in position CRS (FE-550D) bar 75.70 M.T. 77609.07

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.

21 Providing and casting in situ or precast controlled Cement 371.00 Cu.m. 7567.43

Concrete M-45 for prestressed concrete work in Super

structure including centering, shuttering, curing, scaffolding,

ramming, vibrating, finishing, lauching or shifting complete.(I)

Solid Slab.(II) Deck Slab.(III) Main Girders.(IV) Diaphragm or

22 Providing and fixing in position steel bar reinforcement For 59.40 MT 82181.57

Super Structure of steel grade CRS FE-550 D (TMT) including

cutting ,bending, hooking, tying, welding etc., complete as per

detailed drawing and specification.

23 Providing and fixing in position to exact profile high tensile 14.70 M.T. 72402.66

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.

24 Providing and casting in situ controlled cement concrete of M 62.00 Cu.m. 5488.34

40 for average 100 mm thick wearing coat laid as directed

including tamping vibrating finishing curing and filling in joints

with bitumen complete.

Bill of Quantities

Item Description of Item (with brief specification and

Quantity Unit Rate In figures Amount

No. reference to book of specifications)

25 Provision of an Reinforced cement concrete crash barrier at 164.00 Rmt 7104.34

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

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 attached.

26 Providing G.I. 100 mm. diameter water spouts including 18.00 Each 536.03

necessary iron gratings as per drawings.

27 Providing and fixing marble slab including engraving and 2.00 Each. 1012.65

painting complete.

28 Providing and casting in situ controlled cement concrete of M 27.00 Cu.m. 5267.15

35 for approach slab including form work curing and finishing

29 Providing and fixing in position CRS FE 550D TMT bar 11.20 MT. 76993.39

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 Coat.

30 Modular Strip / Box Seal Joint (Providing and laying of a 26.00 Rmt 2057.37

modular strip Box steel expansion joint including anchorage

catering to a horizontal movement beyond 70 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.)

31 Providing & laying weep hole in Abutments, and returns by 396.00 Each 88.76

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

jointing the completed as per detailed specification.

32 Providing and laying - Filtter Media 600mm thick directed at 535.00 Sqm 1268.86

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

specifications.

33 Providing and laying of Extruded Bioaxial Polypropylene 819.00 Sqm 353.80

Geogrid 40 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.

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

all necessary materials plant equipement,instruments, labour

and arrangements for test directed.

35 Steel work, welded in built up sections framed work including 12000.00 Kg 91.08

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

36 Clearing and grubbing road land including uprooting rank 0.40 Hectare 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.

Bill of Quantities

Item Description of Item (with brief specification and

Quantity Unit Rate In figures Amount

No. reference to book of specifications)

37 Back filling between returnwall shall be selected soil having 2014.70 Cu.m. 478.82

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.

38 Earthwork for embankment including breaking clods dressing 4465.00 Cu.m. 379.76

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.

39 Construction of compacted coarsed granular subbase 200 mm 561.50 Cu.m 1194.83

thick (Grade-I crushed B.T materials of 53 mm to 9.5 mm @

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

40 Providing and laying wet mix base course macadam 250 mm 639.60 Cu.m 1082.72

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

41 Providing and laying 50 mm DBM in single layer using crushed 275.60 M.T. 3221.90

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 45 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

42 Providing and laying 30 mm Bitumen concrete using crushed 169.40 M.T. 3513.29

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.

43 Providing and applying priming coat with emulsion SS1 grade 2352.80 Sq.m 59.49

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

preparing the surface heating and applying etc. complete.

44 Providing and laying of Extruded Bioaxial Polypropylene 2093.30 Sq.m 353.80

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.

Bill of Quantities

Item Description of Item (with brief specification and

Quantity Unit Rate In figures Amount

No. reference to book of specifications)

45 Road marking with hot applied thermo plastic paints with 13.00 Sq.m 367.72

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

46 Providing and laying of Plastirib - T or equivalent raised profile 1567.00 Each 827.19

edge line marking (audible warning ) with hot applied

thermoplastic road marking compound according to IRC 35 -

2015, Clause 7.7, with 2mm thick base coat layer above that

ribs profile size of lenght 40mm X width 140mm X Height

mm thick ( Total 8 m thick ) at the distance of 500 mm

between two ribs including reflectorizing glass beads @

gm/ sq.mt area. The minimum and maximum width of raised

profile should be 150 mm. The thickness of 8 mm profile

should be exclusive of surface applied glass beads. The

finished surface to be levelled, uniform and free from streaks

and holes, to be applied on edge lines.

47 Supply and Apply Rumbble Strips Road marking with hot 27.00 Sqm 1684.68

applied thermoplastic paints with reflectorising glass beads on

bitumin surface providing and laying a hot applied

thermoplastic compound 8 mm thick including reflectorising

glass beads @ 250gms per sqm area, thickness of 8mm is

excluding of surface applied glass beds as per IRC:35-2015.

The finished surface to be level, uniform and free from streaks

48 Cautionary Warning Sign :-Providing and fixing sign boards 4.00 Each 5077.27

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

Micro Prismatic Grade retro refiectivesheeting of Type-11 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr

long stand post of 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 foreach board

shall be as per theinstruction 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 10 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-C Type-11 Retro Reflective sheeting

Bill of Quantities

Item Description of Item (with brief specification and

Quantity Unit Rate In figures Amount

No. reference to book of specifications)

49 Hazard Marker Sign :-Providing and fixing sign boards made 2.00 Each 3666.30

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 Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 1.8mtr long stand post of

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 foreach board shall be as per

theinstruction 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 10 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-C Type-11 Retro Reflective sheeting

50 Regulatory / Mandatory Sign :-Providing and fixing sign boards 2.00 No 4618.73

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 Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of 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 foreach board shall be as per

theinstruction 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 10 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-C Type-11 Retro Reflective sheeting

51 Chevron sign :-Providing and fixing sign boards made out of 5.00 Each 4681.35

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50 cm 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x

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

fabricated from suitable size iron angle of 50 x 50 x 5mm;

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

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 originaa

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-C Type-11 Retro

Reflective sheeting

52 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. 1:5:10.

Bill of Quantities

Item Description of Item (with brief specification and

Quantity Unit Rate In figures Amount

No. reference to book of specifications)

53 Providing and erecting a 'W' metal double beam crash barrier 559.00 Rmt 4956.07

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

x 5 mm, 330 mm long complete as per clause

54 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 141.00 Each 326.23

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead

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 Ð DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and

mm and with minimum reflective area of 13 Sqcm on each

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

body of the marker should having finger grip for easy and

accurate placement and application with epoxy / bituminous

Adhesive as recommended by the manufacturer of the

marker. The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

55 Providing and fixing in position CRS Fe-550D (T.M.T) for 35.70 MT 77609.07

Retaining wall as per detailed drawing, including cutting,

bending, hooking, tying and welding complete and including

forming the cage and lowering it in position.

56 Providing and laying Pitching on slopes laid over prepared 643.50 Cu.m 1051.41

filter media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

57 Providing and laying Filter material underneath pitching in 321.80 Cu.m 877.69

slopes complete as per drawing and Technical specification

Nine crore Seventy Lakh Ninety One thousand Two hundred & Paisa Fifteen only.

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

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-The Contractor will have to submit the all mix design at his own cost before excavation as directed and to be approved from the Engineer in charge.

Note 6:-An amount of Rs.9,54,102.00 ( Rs. Nine Lac Fifty Four Thousand One Hundred Two Only ) towards estimated credit value of dismentaling shall be recovered

from the 1 ST R.A. Bill of this work irrespective of the quantity actually received on site.

Above all Iteams of "BILL OF QUANTITIES" with Item Description,Unit,Rate & Amount have verificed by me and Found.

Deputy Executive Engineer Divisional Account Executive Engineer

Rajpipla (R & B) Sub Division Rajpipla (R & B) Division Rajpipla (R & B) Division

Rajpipla Rajpipla Rajpipla