CONSTRUCTION OF MINOR BRIDGE ON BARANKUVA PRIMARY SCHOOL TO BHABHOR FALIYA ROAD AT CH-0/200, DIST:DAHOD, IN STATE OF GUJARAT. (Reinvite 3rd Attempt)

NAME OF WORK :- CONSTRUCTION OF MINOR BRIDGE ON BARANKUVA PRIMARY SCHOOL TO

BHABHOR FALIYA ROAD AT CH-0/200, DIST:DAHOD, IN STATE OF GUJARAT.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

1 Diversion of watercourse / providing cofferdam and 3.00 Each 82133.20

bund 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 0.45 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.

3 Providing flood gauge marks on substructure as per 5.00 Rmt 166.90

design including painting complete. supplying of labours

and all materials for every work etc. complete.

4 Providing masonry steps with cement pointing on 50.00 No. 235.99

approaches as directed .

5 Providing and filling sand inside abutment and between 318.00 Cum 478.82

returns in layers as directed.

6 Filling available excavated earth/wethered rock in 990.00 Cu.m. 137.47

trenches,sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each disposited

layer by ramming and watering.

7 Excavation in large boulders and soft rock by welding 1216.00 Cu.m. 733.62

including shoring, strutting and dewatering as

necessary and disposing of the excavated stuff as

(A) Depth upto 3.0M.

8 Providing & filling in foundation as base course with 216.50 Cu.m. 3578.43

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 289.00 Cu.m. 5077.27

of M 35 For R.C.C. work for footing including

necessary form work vibrating, curing and finishing

10 Providing and fixing in position of steel grade FE 550 D 78.90 M.T 73858.69

/ FE-500 D For R.C.C. work for RCC Raft,Retaining wall,

Pier, Abutment, Abutment Cap, Pier Cap, Dirt Wall

Including cutting hooking, tying, welding etc., complete

as per detailed drawing and specification.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

11 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

(A) Height from 0.0 M to 5.0 M 187.00 Cum 5412.59

(B) Height from 5.0 M to 10.0 M 51.00 Cum 5728.72

12 Supplying, fitting and fixing in position true to line and 62.20 Sq.m. 606.00

level Tar paper bearing conforming to MoRTH

specifications complete including all accessories as per

drawing and Technical Specifications.

13 Providing and casting in situ controlled cement concrete 74.00 Cum 5808.51

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.

14 Providing and casting in situ controlled cement concrete 213.50 Cu.m. 5551.97

M-35 for R.C.C. solid slab including

centering,scaffolding curing and finishing complete.

15 Providing and laying in position FE500D/ FE 550D TMT 34.20 M.T 73243.02

bar reinforcement including cutting,bending, hooking

and tying complete as per detailed for the following.

(A) Solid Slab (B) R.C.C. Kerb. (C) R.C.C. Footpath.(D)

R.C.C. Approch slab.(E) Wearing Coat.

16 Providing and casting in situ controlled cement concrete 29.70 Cu.m. 5565.10

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.

17 Providing and erecting a "Thrie" metal beam crash 243.40 Rmt 4883.35

barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 85 cm above road/ground level, fixed

on ISMC series channel vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre, 2 m high with 1.15 m

below ground 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 space of channel section 150 x

75 x 5 mm, 546 mm long complete as per clause

18 Providing G.I. 100 mm. diameter water spouts including 12.00 Each 536.03

necessary iron gratings as per drawings.

19 Providing and fixing marble slab including engraving 1.00 Each 1012.65

and painting complete.

(A) size 75 cm x 60 cm x 40 cm

20 Providing and casting in situ controlled cement concrete 30.30 Cu.m. 5343.91

of M 35 for approach slab including form work curing

and finishing complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

21 Providing and fixing in position 20 mm thick 34.00 Rmt 407.03

premoulded joint filler in expansion joint for fixed ends

of simply supported spans not exceeding 10 m to cater

for a horizontal movement upto 20 mm, covered with

sealant complete as per drawing and technical

specifications.

22 Providing and laying of Filter media with granular 268.50 Cum 782.00

materials/stone crushed aggregates satisfying the

requirements laid down in clause 2504.2.2. of MoRTH

specifications to a thickness of not less than 600 mm

with smaller size towards the soil and bigger size

towards the wall and provided over the entire surface

behind abutment, wing wall and return wall to the full

height compacted to a firm condition complete as per

drawing and Technical Specification.

23 Providing & laying weep hole in Abutments, and returns 318.00 Each 49.25

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

grade and jointing the completed as per detailed

24 Providing and laying Pitching on slopes laid over 168.42 Cu.m. 1051.41

prepared filter media including boulder apron laid dry in

front of toe of embankment complete as per drawing

and Technical specifications

25 Providing and laying Filter material underneath pitching 78.04 Cum 877.69

in slopes complete as per drawing and Technical

26 Providing and laying of Extruded Bioaxial Polypropylene 825.00 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 18.00 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 18.00 Each 399.70

pier caps or abutments caps for anchorage in free end

as per detailed drawing including cutting, bending and

welding complete.

29 Clearing and grubbing road land including uprooting 0.10 Hec. 28455.09

rank 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 Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

30 Earth work for embankment having CBR not less than 360.60 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.

31 Back filling between returnwall shall be selected soil 785.00 Cu.m. 479.83

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.

32 Construction of 150 mm thick compacted coarsed 209.80 Cu.m. 1573.58

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

33 Construction of dry lean cement concrete Sub- base 176.80 Cu.m. 3486.52

over a prepared sub-grade with coarse and fine

aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, optimum moisture

content to be determined during trial length

construction, concrete strength not to be less than

Mpa at 7 days, mixed in a batching plant, transported

to site, laid with a paver with electronic sensor,

compacting with 8-10 tonnes vibratory roller, finishing

34 Construction of un-reinforced, dowel jointed, plain 294.70 Cu.m. 6272.10

cement concrete pavement with M-25 grade concrete

over a prepared sub base with cement , coarse and fine

aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed ina

batching and mixing plant as per approved mix design,

transported to site, laid with electronic sensor slip form

paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler,

separation membrane,sealant primer,joint sealant,

debonding strip,admixtures as approved,curing

compound, finishing to lines and grades as per drawing

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

35 Road marking with hot applied thermo plastic paints 41.00 Sq.m. 367.72

with 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 100 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

36 Cautionary Warning Sign :-Providing and fixing sing 5.00 No. 3808.66

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)

37 Hazard Marker Sign :-Providing and fixing sing boards 8.00 No. 2423.74

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

45x45x60cms. for each leg. including excavation curing

etc. complete under the supervision of engineer in

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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

38 Regulatory/Mandatory signs :Providing and fixing sing 4.00 No. 3439.81

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 x45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer

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

39 Chevron sign :-Providing and fixing sign boards made 8.00 Each 3711.75

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 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. (A) Class-B Type-4 Retro Reflective sheeting

40 Providing and fixing hectometer as per I.R.C. type 1.00 No. 356.50

design including painting lettering etc. complete fixing

41 Providing and fixing guard stone as per I.R.C. type 175.00 Each 350.81

design including white washing etc. complete fixing in

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

42 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 49.00 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,

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.

43 Citizens information Board:Providing and fixing of 1.00 No. 23783.48

typical 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

44 Supply & fixing logo board of diamond size (600 x 600 1.00 No. 4568.23

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

45 Excavation for foundation in sand, gravel ,clay , soft 622.00 Cu.m. 523.28

soil & murrum etc. including shoring, strutting

dewatering as necessary and disposing of the

excavated stuffs directed.

(A) Depth upto 3.0M.

46 Providing & casting in situ Controlled cement concrete 693.00 Cu.m. 4259.54

M-25 mix and providing necessary pin headers

including shuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-Groves.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

47 Providing and casting in situ ordinary cement concrete 7.10 Cu.m. 4220.21

M-200 forKerbs/Kerb blocks including formwork, curing

and finishing complete.

48 Construction of 150 mm thick compacted coarsed 28.50 Cum 1799.82

granular subbase by providing coarse graded machine

crushed B.T. material satisfying MOST specification

(Grade-V crushed B.T. stone aggregate 26.5 mm to

mm below @ 30 % ) including spreading in uniform

layer with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC and

compacting with vibratory roller to achieve the desired

density etc. complete.

49 Providing and applying priming coat with emulsion SS1 175.00 Sq.m. 60.47

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

of asphalt and preparing the surface heating and

applying etc. complete.

50 Close Graded Premix Surfacing/Mixed Seal Surfacing 8.26 M.T 3735.99

(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 and grade. )

51 Diversion sing board :-Providing & Fixing sign boards 2.00 Nos 6798.92

made out of 2mm aluminium sheet, size 180 x 60 cms.

rectangle as per the attached drawing pre treated with

phospheting process & acid etching. coated with one

coat of epoxy priemr and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting

as per latest M.O.S.T. Specifications;Letters and

numerals should be as per IRC-30-1968,3.1m long

(2nos) stand post and frame fabricated from iron angle

of 35x35x3mm, 50x50x5mm painted with best quality

epoxy coatings in blak and white bends. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45x 60cms

for each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

52 Supplying and fixing reinforced concrete heavy duty 40.00 Rmt 3271.56

nonpressure pipes with collars for culverts including

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP3

casted by vertically vibrated technology of following

internal diameter. (v) 900 mm dia..

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

Two Crores Forty Three Lacs Fourteen Thousand Five Hundred Forty & Paise Six Only.

I/We am/are willing to carry out the work at ….................................…% above/below percent (Should

be written in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as

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 the tender.

Note 5:-An amount of Rs. 2,70,098.50 ( Rs. Two Lacs Seventy Thousand Ninety Eight & Paise Fifty Only ) towards estimated credit

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

Deputy Executive Engineer Divisional Account Executive Engineer

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

Dahod Dahod Dahod