Box Culverts

Name of Work :- Package: (1) S.R. to Harni - Virod - Pilol Road Km. 1/600 to 52/400 (New Box

Culvert at Ch. 51/200 to 51/300) (2) S.R. to Ajwa - Gutal - Ramesara Road Km. 0/00 to 10/200 (New

Box Culvert at Ch. 4/000 to 4/200) Dist. Vadodara

BILL OF QUANTITIES

It. No. Description of Item Quantity Unit Rate in Total

1 Excavation for foundation in hard murrum and boulders and very 428.00 Cum. 596.77

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

2 Providing and filling in foundation with ordinary Cement concrete 119.90 Cum. 3677.41

M‐150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

3 Providing and Casting in situ controlled Cement Concrete M-200 85.00 Cum. 4443.14

for R.C.C. Raft and cutt-off walls including necessary shuttering

laying, vibrating, ramming and curing complete.

4 Providing and casting in situ Controlled cement concrete M-250 82.00 Cum. 4549.04

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

laying, vibrating, ramming and curing complete.

5 Providing and casting in situ Controlled cement concrete M-250 201.00 Cum. 4361.18

mix and providing necessary pin headers including shuttering,

scaffolding, laying vibrating, curing and finishing etc., complete

without grooves(Height from 0.0 to 5.0 mt.}

6 Providing and casting in situ Ordinary cement concrete M-200 mix 301.00 Cum. 4255.13

and providing necessary pin headers including shuttering,

scaffolding, laying vibrating, curing and finishing etc., complete

without grooves(Height from 0.0 to 5.0 mt.}

7 Providing and casting in situ controlled cement concrete M-250 for 56.50 Cum. 5297.45

R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

8 Providing and Casting in situ controlled cement concrete M-400 31.74 Cum. 5547.93

for average 100 mm thick Wearing Coat laid as directed including

tempering, Vibrating, finishing,curing and filling in joints with

bituminious complete.

9 Providing and laying in position FE 550D TMT bar reinforcement 26.38 M.T. 84021.90

with fusion bonded Epoxy coating not less than 175 micron

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ASTM-775 M including testing of coating at plant and

all taxes, cutting, bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B) Abutments (C)

10 Providing & laying weep hole in Aburtments, and returns by using 358.00 No. 84.63

A.C. pipe of 100mm including laying in proper grede and jointing

the completed as per detailed specification.

11 Providing and laying - Fitter Media 600mm thick directed at the 350.00 Sqm. 1209.85

back of abutments, returns and wing walls as per detailed

specifications.

12 Providing Pre-moulded asphalt filler joints as per drawings.(A) 23.00 Sqm. 703.53

13 Provision of an Reinforced cement concrete crash barrier at the 61.00 Rmt. 1534.19

edges of the road, approaches to bridge structures and medians,

constructed with M-40 grade concrete with HYSD reinforcement

conforming to IRC:21 and dowel bars 25mm 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)

14 Dismentaling the existing structure including removing and 60.00 Cum. 399.49

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

Rubble masonary

15 Dismentaling the existing structure including removing and 7.00 Cum. 908.21

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

It. No. Description of Item Quantity Unit Rate in Total

16 Providing Diversion of Road 7.00mt Width (Having 12.00 mt 195.00 Rmt. 11281.18

Formation Width) For the Structure by providing & Spreading

Earth work, 200 mm GSB, 100mm WMM, DBM & BC with Side

Shoulder and Loose Pipe with necessary road furniture. The

Length of Road is depend on Site condition etc as directed by

Engineer in Charge.

17 Clearing and grubbing road land including uprooting rank 0.06 Ha. 28455.09

vegetation grass bushes, shrubs, sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of light

18 Earthwork for embankment including breaking clods, dressing with 34.00 Cum. 162.58

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 depression which occur during the process using power

roller 8T to 10T.(C) From Borrow area within 1.0 KM. lead

19 Earthwork in cuting in all sorts of soil and soft murrum including 174.00 Cum. 130.94

conveying and spreading the stuff, embankment as and where

directed within 200 meters from the end of the cutting with all

required lead and lift

20 Box cutting the road surface to proper slope and camber for 378.00 Cum. 106.81

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto any

lead. (Including existing B.T.Surface, Wetmix and Gsb Surface)

21 Providing and laying 80 mm Compacted of Specified quarry Spall 30.00 Cum. 878.20

in side shoulder including carraige of material and spreading on

prepared base including compacting as per MOST Specification

etc... complete.

22 Construction of 200 mm Thick Compacted Granular Sub Base 247.80 Cum. 1343.40

(Grade-V, Crushed B T Material of 53 mm to 26.500 @ 35 %.

26.50 mm to 4.75 mm @ 50 % and Below 2.36 mm @ 15%) by

Providing Close Graded Material. Mixing in Mechanical Mix Plant

at OMC Carrige of Material to work site Spreading Uniform Layers

with Mortar Grader On Prepared Surface and compacting with

Vibratory Power Roller to achive desire density Complete as per

23 Providing ans laying wet mix macadam (WMM) in Two layer of 294.01 Cum. 1439.62

Each 125 mm using machine crushed black trap aggregate of

to 50 mm size in the material with water OMC in mechanically mix

(pug mill) carriage of mix material by contractor's own tipper to site

of work including laying, spreading and compacting in sub base,

base course on well prepared under base of compacting as per

MOST specification to achieve the desired density (Mechanically

24 Providing and Spraying of Priming Coat using slow setting asphalt 1131.00 Sqm. 63.63

emulsion (SS-1) on Water Bound macadam / Wet mix Macadam

at the rate of 7.50kg Per 10 sqm. Complete including cleaning the

surface with all cost of labour & Material.

25 Providing and laying 50 mm Dense Bituminous macadam (DBM) 134.00 M.T. 3524.07

in Single Layers with B.T. aggregate as per M.O.R.T. & H.

specification with Tack Coat RS1 2.5 kg/10 sqm and Bulk asphalt

VG-40 for mixing @ 45.00 KG. / M.T. i.e. 4.5 % of total weight of

mix of asphalt weight including heating and mixing the aggregate

and asphalt in continuous of Drum mix plant and hot laid process

spreading the same by paver finisher and consolidation with roller

as per M.O.R.T. & H specification to achieve desired density,

including providing all materials equipments, tools and plants, fire

wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery Drum mix plant and paver finisher etc.

It. No. Description of Item Quantity Unit Rate in Total

26 Providing and laying 30 mm thick Bituminous Concrete with B.T. 84.00 M.T. 3839.88

aggregate as per M.O.R.T. & H. and asphalt Grade: VG-40 for

mixing @ 54.00 KG. / M.T. i.e. 5.4% by weight of total mix

including heating and mixing the aggregate and asphalt by

continuous of Drum mix plant and hot laid process laying with

paver finisher and consolidation with Vibratory roller as per

M.O.R.T. & H specification to achieve desire density, including

cost all materials equipments, tools and plants, oil, kerosene,

firewood, labour charges etc. complete using contractor's own

machineries Drum mix plant and paver finisher etc. complete.

27 Road marking with hot applied thermoplastic paints 28.00 Sqm. 367.72

withreflectorising glass beads on bitumin surface providing and

laying ahot applied thermoplastic compound 2.5 mm thick

includingreflectorising glass beads @ 250gms per sqm area,

thickness of2.5mm is excluding of surface applied glass beds as

per IRC:35-2015.The finished surface to be level, uniform and free

from streaks andholes. zebra patta /bump patta lane/center line/

edge line/cut patta.The white color marking should provide

liminance coefficinet oncemend road shalll be min 130 mcd/m2/lux

and Asphalt road shall bemin 100 mcd/m2/lux during the service

life during the day time. Themarking should meet the performance

criteria for night timereflectivity, wet reflectivity and skid resistance

as mentioned in thesection-15 of IRC 35-2015. Warranty for the

Retro reflectivity shouldbe two years.

28 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 22.00 No. 326.23

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.

29 Hazard Marker Sign :-Providing and fixing sign boards madeout of 8.00 No. 3666.30

2.0 mm aluminium sheet / 4 mm ACP (Aluminumcomposite

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

Pre treated with phospheting process &acid etching; coated with

one coat of epoxy primer and twocoats of best quality epoxy paint

;reflectorised with MicroPrismatic Grade retro refiectivesheeting of

Type-11 as perASTM D-4956 and latest M.O.S.T.Specifications;

1.8mtrlong stand post of 75 x 75 x 6mm / 65NB Circular MS

Pipeas required and frame fabricated from suitable size ironangle

of 35 x 35 x 3mm; painted with bestquality epoxycoatings in black

and white bends. The details of symbolforeach board shall be as

per theinstruction of engineer incharge. The fixing at site shall be

in 1:2:4 CC blockof size 45x 45 x 60 Cms. for each leg.including

excavation, curingetc.complete under the supervision of engineer

in charge.A warranty for 10 years for the Retro reflective

sheetingfrom original manufacturer & a certified copy of

yearoutdoor 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

It. No. Description of Item Quantity Unit Rate in Total

30 Regulatory / Mandatory Sign :-Providing and fixing signboards 4.00 No. 4618.73

made out of 2mm aluminium sheet / 4mm ACP(Aluminum

composite Panel); size 60 cms Dia Circle as perdesign of IRC-67-

2012. Pre treated with phosphetingprocess & acid etching; coated

with one coat of epoxyprimer and two coats of best quality epoxy

paint;reflectorised with Micro Prismatic Grade

retrorefiectivesheeting of Type-11 as per ASTM D-4956 andlatest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x75 x 6mm /

65NB Circular MS Pipe as required and framefabricated from

suitable size iron angle of 35 x 35 x 3mm;painted with bestquality

epoxy coatings in black and whitebends. The details of symbol

foreach board shall be as pertheinstruction of engineer in charge.

The fixing at site shallbe in 1:2:4 CC blockof size 45 x 45 x

Cms. for eachleg.including excavation, curing etc.complete under

thesupervision of engineer in charge. A warranty for 10 yearsfor

the Retro reflective sheeting from original manufacturer& a

certified copy of 3 year outdoor exposure test reportfrom third

party test lab for the product offered shall besubmitted by

contractor. (A) Class-C Type-11 RetroReflective sheeting

31 Metal Beam Crash Barrier:- Type - A, "W" : Metal Beam Crash 96.00 Rmt. 3354.21

Barrier (Providing and erecting a"W" metal beam crash barrier

comprising of 3 mm thick corrugated sheetmetal beam rail, 70 cm

above road/ground level, fixed on ISMC serieschannel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 mhigh,

m below ground/road level, all steel parts and fitments to

begalvanised by hot dip process, all fittings to conform to IS:1367

andIS:1364, metal beam rail to be fixed on the vertical post with a

spacer ofchannel section 150 x 75 x 5 mm, 330 mm long complete

as per clause811)

32 Excavation for foundation upto 1.5 m depth including sorting out 102.60 Cum. 247.85

and stacking of useful materials and disposing off the excavated

stuff upto any lead. (B) Dense or Hard soil

33 Providing and laying in position FE 550D TMT bar reinforcement 4.68 M.T. 73858.70

including cutting, bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B) Abutments (C)

34 Rolling & watering of earthwork in layers with power roller 30.80 Cum. 22.73

including filling in depressions which occur during the process.

35 Providing fusion bonded Epoxy coating not less than 175 micron 4.68 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993 / ASTM-775 M including testing of coating at plant

and all taxes (A) 10mm to 16mm dia bar

Rs. One Crore, Sixteen Lakhs, Sixteen Thousand, Two Hundred Fifty One and Two Paisa Only

I/We am/are willing to carry out the work @ ______________ % ______________ percent

(should be written in figures and words) below / above, the estimated rates mentioned above, amount

of my/our tender works out as under :

Above all items of "Bill of Quantities" with Item Description, Unit, Qty, Rate & Amount have verified by me and

It. No. Description of Item Quantity Unit Rate in Total

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

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

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

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

10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where

there is a change as per actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.

5 The contractor will have to submit the mix design for different grades of cement concrete and asphalt

at his own cost before execution as directed and to be approved from the engineer in charge.

6 Credit for 70% material to be reused and dismantled material of Rs. 15,39,881.35 (Fifteen lakhs

thirty Nine Thousand Eight Hundred Eighty One and Thirty Five Paisa) only and Rs.1,005/- (One

Thousand Five) only recovered from contractors R.A. Bill.

Deputy Executive Engineer Executive Engineer

District (R&B) Sub Dn. No.2 District (R & B) Division

Vadodara Vadodara