CONSTRUCTION OF MAJOR BRIDGE ON BAHEJ KRUTIKHADAK FALIYA ROAD AT KM. 2/200 TO 2/400 DIST. NAVSARI IN THE STATE OF GUJARAT

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE ON BAHEJ KRUTIKHADAK FALIYA ROAD AT KM.

2/200 TO 2/400 DIST. NAVSARI IN THE STATE OF GUJARAT.

Bill of Quantity

Item of work Quantity Unit Amount

1 Diversion of watercourse / providing cofferdam and bund 16.00 Each 1,18,553.80

or island as may be necessary for foundation and

maintaining the same for the period as may be

2 Demarkation of road alingment including marking out 1.23 Km. 2,706.50

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.

3 Providing flood gauge marks on substructure as per 24.00 Rmt. 156.53

design including painting complete.

4 Providing masonry steps with cement pointing on 114.00 No. 229.91

approaches as directed .

5 Filling available excavated earth/wethered rock in 986.08 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.

6 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 2179.16 Cu.m. 513.62

7 Excavation in hard rock by dry-wet blasting and 2007.15 Cu.m. 1,681.07

chiselling including dewatering preparing foundation

base by proper benching and stepping and disposing of

the excavated stuff as directed.(B) prohibited Blasting

8 Providing & filling in foundation as base course with 1155.47 Cu.m. 3,674.38

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

9 Providing and casting in situ controlled cement concrete 871.20 Cu.m. 4,792.45

M- 30 for R.C.C. Raft and cut-off walls including

necessary shuttering laying, vibrating, ramming and

curing complete.

10 Providing and fixing in position of steel grade FE-550D 100.20 MT. 81,325.81

(TMT) for R.C.C. Raft Including cutting hooking, tying,

welding etc., complete as per detailed drawing and

11 Providing and casting in situ controlled cement with of M-

30 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 548.61 Cu.m. 5,397.44

(B) Height from 5.0 M to 10.0 M 420.90 Cu.m. 5,718.62

12 Providing and Fixing in position Tar paper as bearing as 243.30 Sqm. 656.50

per detailed drawings.

13 Providing and casting in situ controlled cement concrete 259.67 Cu.m. 5,716.60

of M 30 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.

14 Providing and fixing in position TMT (FE-550D) bar 226.20 M.T. 81,325.81

reinforcement including cutting ,bending, hooking, tying,

welding etc., complete as per detailed drawing and

specification. For pier, Pier cap, Abutments, Aburment

cap and dirt wall

15 Providing and casting in situ controlled cement concrete 1846.80 Cu.m. 5,532.49

M-30 for R.C.C. solid slab including centering,

scaffolding, curing and finishing complete.

16 Providing and fixing in position steel bar reinforcement 212.38 MT 80,710.13

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

including cutting ,bending, hooking, tying, welding etc.,

complete as per detailed drawing and specification.

17 Providing and casting in situ controlled cement concrete 187.20 Cu.m. 5,631.76

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.

18 Provision of an Reinforced cement concrete crash barrier 499.20 Rmt 8,733.47

at the edges of the road, approaches to bridge structures

and medians, constructed with M-40 grade concrete with

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.

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

necessary iron gratings as per drawings.

20 Providing and fixing marble slab including engraving and 2.00 Each. 1,012.65

painting complete.

21 Providing and casting in situ controlled cement concrete 31.00 Cu.m. 5,331.79

of M 30 for approach slab including form work curing

and finishing complete.

22 Providing and fixing in position FE 550D TMT bar 21.82 MT. 80,710.13

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

23 Providing Pre-moulded asphalt filler joints as per 171.36 Sqm 703.53

drawings.(A) 12mm

24 Providing & laying weep hole in Abutments, and returns 312.00 Each 87.07

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

grade and jointing the completed as per detailed

25 Providing and laying - Filter Media 600mm thick directed 331.20 Sqm 1,279.96

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

detailed specifications.

26 Providing and laying of Extruded Bioaxial Polypropylene 1134.00 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.

27 Providing and fixing in position Mild steel dowel bars in 96.00 Each 341.29

pier caps or abutment caps for anchorage in fixed end as

per detailed drawings including cutting, bending and

welding complete.

28 Providing and fixing in position Mild steel dowel bars in 96.00 Each 399.70

pier caps or abutments caps for anchorage in free end

as per detailed drawing including cutting, bending and

welding complete.

29 Providing and fixing mild steel dowel bars of minimum 1577.00 Rmt 450.07

32mm dia. for anchoring by drilling holes in foundation

strata including necessary bending, hooking of dowel

bars and grouting the holes complete as per detailed

drawing and as directed.

30 Clearing and grubbing road land including uprooting rank 0.10 Hectare 28,455.09

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.

31 Earth work for embankment having CBR not less than 548.00 Cu.m. 173.67

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.

32 Back filling between returnwall shall be selected soil 6718.70 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.

33 Construction of 150 mm thick compacted coarsed 274.90 Cu.m 1,102.34

granular subbase (Grade-I crushed B.T materials of

,Below 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

34 Providing and laying 250 mm thick Wet mix macadam 458.10 Cu.m 878.70

(W.M.M.) using machine crushed black trap aggregate of

40 to 50 mm size in the material as per MORT & H

specification including premixing the material with water

at OMC in mechanical mix plant, carriage of mixed

material by tippers to site, laying in uniform layers with

paver in sub base / base course on well prepared

surface and compacting with vibratory roller to achieve

the desired density.

35 Providing & Laying bituminious grout 37.5 mm.thick 151.20 M.T. 2,063.43

compacted with bitumen of grade VG 30 at rate 1.99%

by weight of mix for mixing & 2.5Kgs/10Smt bitumen

grade VG 30 for tack coat and using B.T. Chips of

required gradation including cleaning and heating

asphalt premix materials by hot mix process in proper

gradation and laying with paver finisher and

consolidation work as per MORT & H specification

including cost of labour , materials & plants, fuel , oil etc

36 Providing and laying 50 mm thick compacted B.M.with 201.60 M.T. 2,694.68

B.T. aggregate as per MORT&H specification and

Emulsion grade RS1 for tack coat at 2.5 Kg./10Sq.mt.

with mechanical sprayer and bitumen grade VG-30 for

mixing at the rate 34.0Kg/M.T. i.e. 3.4 % of total mix

including heating the aggregate and asphalt by Batch

mix plant and spreading the same by censor paver

finisher and consolidation with vibratory roller including

providing all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete.

37 Close Graded Premix Surfacing/Mixed Seal Surfacing 86.50 M.T. 3,340.07

(Mechanical means using HMP of appropriate capacity

not less than 75 tonnes/hour. Providing, laying and

rolling of close-graded premix surfacing material of

mm thickness composed of 11.2 mm to 0.09 mm (Type-

a) aggregates using penetration grade bitumen to the

required line, grade and level to serve as wearing course

on a previously prepared base, including mixing in a

suitable plant, laying and rolling with a Smooth wheeled

roller 8-10 tonne capacity, and finishing to required level

38 Providing and applying priming coat with emulsion SS1 1832.40 Sq.m 60.50

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

asphalt and preparing the surface heating and applying

39 Road marking with hot applied thermo plastic paints with 109.00 Sq.m 367.73

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound

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

40 Cautionary Warning Sign :-Providing and fixing sing 2.00 Each 3,808.66

boards made out of 2mm aluminium sheet; size 90 x

x 90 cms. equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with retro

refiectivesheeting as per latest M.O.S.T.Specifications;

3.1m long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; painted with bestquality epoxy coatings in

black andwhite 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) Engineer Grade(VR)...

41 Hazard Marker Sign :-Providing and fixing sing boards 2.00 Each 2,423.74

made out of 2mm aluminium sheet; size 90 x 30cms.

rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm

painted with best quality epoxy coatings The fixing at

site shall be in 1:2:4 CC block of size 45x45x 60cms. for

each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer

42 Regulatory/Mandatory signs :Providing and fixing sing 2.00 No. 3,439.81

boards made out of 2mm aluminium sheet; size 60cms.

diameter circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid eteching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm 75x75x6mm as

required; painted with best quality 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 block of

size 45 x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

43 Chevron sign :-Providing and fixing sign boards made 4.00 Each 3,711.75

out 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

44 Providing and fixing guard stone as per I.R.C. type 49.00 Each 350.81

design including white washing etc. complete fixing in

45 Type - A, "W" : Metal Beam Crash Barrier (Providing and 270.00 Rmt 3,496.62

erecting a "W" metal beam crash barrier comprising of

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 centre to

centre, 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 conform 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, 330 mm

long complete as per clause 811)

46 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 141.00 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 Engineer-in-charge.

47 Citizens information Board:Providing and fixing of typical 1.00 Each 23,754.19

information board as per instruction.Two MS plates of

1.6m thick, of 900mm x 750mm size fixed at top &

bottom duly welded with MS angles pf 25 x 25 x 5mm

thick M.S plate shall be welded by two vertical M.S flates

5 mm thick to 75 mm x 75 mm of 12 SWG square tubes

posts duly embedded in cement concrete M-15 grage

blocks of 600mm x 600mm x 750mm, below ground

level.Painting new letters & figure of any shade with

ready mixed synthetic enample paint of superior quality

in required shade and colour, All sections of framed

posts and steel tube will be painted with primer and two

coats of epoxy paints as per drawing

48 Supply & fixing logo board of diamond size (600 x 600 1.00 Each 4,564.19

mm) 16 gauge & board plate size (900 x250 mm)

gauge thick M S Plate and 2.40 meter deep length

single angle 75 x 75 x 6 mm size including fitting and

painting lettering with luminous colour as per drawing

49 Supplying and laying of High Strength Flexible Geogrids 1662.00 Sqm 282.80

paralink TGU- 250 as basal reinforcement, made of

polyester core with polyethylene coating with minimum

Long term Strength for 120 years design life at

degree Celcius,at easily accessible location including

top and bottom, with all leads and lifts, manpower and

machinery, materials, labour etc. complete and as

directed by Engineer - In - Charge.

50 Supplying and laying of High Strength Flexible Geogrids 9642.00 Sq.m 232.30

paralink TGU- 200 as basal reinforcement, made of

polyester core with polyethylene coating with minimum

Long term Strength for 120 years design life at

degree Celcius,at easily accessible location including

top and bottom, with all leads and lifts, manpower and

machinery, materials, labour etc. complete and as

directed by Engineer - In - Charge.

51 Supplying and laying of High Strength Flexible Geogrids 943.00 Sq.m 196.95

paralink TGU- 150 as basal reinforcement, made of

polyester core with polyethylene coating with minimum

Long term Strength for 120 years design life at

degree Celcius,at easily accessible location including

top and bottom, with all leads and lifts, manpower and

machinery, materials, labour etc. complete and as

directed by Engineer - In - Charge.

52 Supplying and laying of High Strength Flexible Geogrids 7077.00 Sq.m 176.75

paralink TGU- 100 as basal reinforcement, made of

polyester core with polyethylene coating with minimum

Long term Strength for 120 years design life at

degree Celcius,at easily accessible location including

top and bottom, with all leads and lifts, manpower and

machinery, materials, labour etc. complete and as

directed by Engineer - In - Charge.

53 Supplying and laying of mechanically bonded 1766.00 Sq.m 82.82

polypropylene non woven geotextile (250gsm) as filter

media behind gabion units, Beneath the mattress and

application as per MoRTH 700 Type-I geotextile. The

width of geotextile roll shall not be less than 4.5 m, at

easily accessible location including top and bottom,

with all leads and lifts, manpower and machinery,

materials, labour etc. complete and as directed by

Engineer - In - Charge.

54 Supplying & Laying of Mechanically Woven, Double 430.00 Nos. 4,295.53

twisted hexagonal shaped Galmac(Zinc+10%

Aluminum)+PVC Coated Gabion Units, Mesh Type 10x12,

Mesh wire dia 2.7/3.7 mm and Selvedge wire Dia.

3.4mm /4.4mm of dimension including transportation &

placing at indicated places as direction of Engineer

incharge including tools ,plants ,labour,material ,royalty

charges etc. in all respect with safety precautions & all

lead & lift. A) 3 x 1 x 0.8 m

55 Supplying & Laying of Mechanically Woven, Double 496.00 Nos. 3,515.81

twisted hexagonal shaped Galmac(Zinc+10%

Aluminum)+PVC Coated Gabion Units, Mesh Type 10x12,

Mesh wire dia 2.7/3.7 mm and Selvedge wire Dia.

3.4mm /4.4mm of dimension including transportation &

placing at indicated places as direction of Engineer

incharge including tools ,plants ,labour,material ,royalty

charges etc. in all respect with safety precautions & all

lead & lift. B) 3 x 1 x 0.5 m

56 Supply & Laying of Mechanically Woven, Double twisted 1048.00 Sq.m 858.50

hexagonal shaped Galmac(Zinc+10% Aluminum)+PVC

Coated Reno Mattress of, Mesh Type 10x12, Mesh wire

dia 2.7/3.7 mm and Selvedge wire Dia. 3.4mm /4.4mm

of height 0.5m.

57 Supplying of U-pins of 400 mm length, 8mm ɸ@ 2 m c/c 262.00 Nos. 212.10

Spacing with all leads and lifts, manpower and

machinery, materials, labour etc. complete and as

directed by Engineer - In - Charge.

58 Quantity of Stones for filling mattress & terramesh unit 2300.00 Cu.m 841.64

with all leads and lifts, manpower and machinery,

materials, labour etc. complete and as directed by

Engineer - In - Charge.

In Words : Ten Crore Thirty Nine Lakh Sixty Six Thousand One Hundred Fifteen Rupees and Twenty Four

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

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

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

Deputy Executive Engineer Divisional Accounts Officer Executive Engineer

Panchayat (R&B) Sub Division Panchayat (R&B) Division Panchayat (R&B) Division

Chikhli Navsari Navsari