Civil Work

Name of Work :- Package: (1) S.R. to Construction of Box Culvert on Karjan - Amod Road Km. 16/000 to 28/800 (at

Chainage 25/300 to 25/400, 25/600 to 25/700, 26/300 to 26/400, 19/800 to 19/900) (2) S.R. to Construction of Box Culvert on

Karjan - Umaj Road Km. 0/0 to 16/200 (at Chainage 9/400 to 9/500, 3/600 to 3/800, 3/800 to 4/000) Ta.Karjan, Dist.Vadodara

(3) S.R. to Construction of Box Culvert on Vadodara - Ajwa Road Km. 1/0 to 16/400 (at Chainage 5/800 to 6/000) Ta.

Vadodara, 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 1037.00 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 laying rubble for appron (each stone weighting not 72.00 Cum. 1067.08

less than 40Kg.) including and packing and filing in the

interestices with quarry-spalls.

3 Providing and filling in foundation with ordinary Cement concrete 288.00 Cum. 3677.41

M‐150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

4 Providing and Laying 20mm thick Cement Mortar in 1:4 (1 8.00 Cum. 3355.30

Cement : 4-Fine Sand) Propotion in Floor, Joint and other Plain

Surfaces Including all Material and Labour as per directed by

Engineer incharge or as per specification.

5 Providing and casting in situ Ordinary cement concrete M-200 for 196.00 Cum. 4007.68

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

laying, vibrating, ramming and curing complete.

6 Providing & Laying Precast Box Culvert units of (2000 X 1500 X 72.00 Rmt. 56311.00

2000) sizes as listed below. The product should be confirming to

meeting BIS requirements. The product shall be made by using

advanced precast technology using high performance M50 grade

and Fe 550D grade TMT steel reinforcement bar. The product

shall have a load carrying capacity of 5 Tonnes Wheel load for

heavy vehicle movement at road crossing. The product shall have

flange plate at corner haunch and male - female groove in each

precast unit product for jointing two precast units.

7 Providing & Laying Precast L-Shape Retaining Wall (2000 X 1450 96.00 Rmt. 16623.00

X 2000) sizes as listed below. The product should be confirming

to meeting BIS requirements. The product shall be made by using

advanced precast technology using high performance M50 grade

and Fe 550D grade TMT steel reinforcement bar. The product

shall have flange coupling jointing arrangementsand special in-

built hanging brackets at appropriate locations for faster and safe

mechanical installation of the product.

8 Providing & Laying Precast L-Shape Retaining Wall (1200 X 970 120.00 Rmt. 8648.00

X 2000) sizes as listed below. The product should be confirming

to meeting BIS requirements. The product shall be made by using

advanced precast technology using high performance M50 grade

and Fe 550D grade TMT steel reinforcement bar. The product

shall have flange coupling jointing arrangementsand special in-

built hanging brackets at appropriate locations for faster and safe

mechanical installation of the product.

9 Providing and placing in position FE 500D bar reinforcement for 3.08 M.T. 73858.70

following items including cutting bending hooking and tying

complete as per detailed drawing.For well :- curb, staining, cap

10 Providing and laying - Fitter Media 600mm thick directed at the 923.00 Sqm. 1209.85

back of abutments, returns and wing walls as per detailed

specifications.

11 Providing and filling sand behind abutments and between returns 574.00 Cum. 456.56

in layers as directed.

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

12 Finishing wall with weather proof exterior emulsion paint on wall 383.00 Sqm. 117.41

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete (Black & White

Alternative Patta as per Engineer in Charge.)

13 Dismentaling the existing structure including removing and 135.00 Cum. 908.21

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

14 Providing Diversion of Road 7.00mt Width (Having 12.00 mt 380.00 Rmt. 9611.45

Formation Width) For the Structure by providing & Spreading

Earth work, 400 mm GSB, 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.

15 Providing and Casting in situ controlled Cement Concrete M-200 71.00 Cum. 4443.14

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

laying, vibrating, ramming and curing complete.

16 Providing and casting in situ Controlled cement concrete M-250 88.00 Cum. 4549.04

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

laying, vibrating, ramming and curing complete.

17 Providing and casting in situ Controlled cement concrete M-250 161.00 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.}

18 Providing and casting in situ Ordinary cement concrete M-200 mix 1315.00 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.}

19 Providing and casting in situ controlled cement concrete M- 64.00 Cum. 5297.45

250 for R.C.C. solid slab including centering, scaffolding, curing

and finishing complete.

20 Providing and Casting in situ controlled cement concrete M-400 41.00 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.

21 Providing and laying in position FE 550D TMT bar reinforcement 31.69 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)

22 Providing & laying weep hole in Aburtments, and returns by using 617.00 No. 84.63

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

the completed as per detailed specification.

23 Providing Pre-moulded asphalt filler joints as per drawings.(A) 32.00 Sqm. 703.53

24 (Provision of an Reinforced cement concrete crash barrier at the 57.00 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)

25 Dismentaling the existing structure including removing and 116.00 Cum. 399.49

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

Rubble masonary

26 Clearing and grubbing road land including uprooting rank 0.37 Ha. 28455.09

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

300 mm removal of stumps of trees cut earlier and disposal of

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

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

27 Earthwork for embankment including breaking clods, dressing 637.00 Cum. 162.58

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 depression which occur during the

process using power roller 8T to 10T.(C) From Borrow area within

28 Earthwork in cuting in all sorts of soil and soft murrum including 1066.00 Cum. 130.94

conveying and spreading the stuff, embankment as and where

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

required lead and lift.

29 Box cutting the road surface to proper slope and camber for 2115.00 Cum. 106.81

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

50Mt.lead.(Including existing B.T.Surface, Wetmix and Gsb

30 Providing and laying 80 mm Compacted of Specified quarry Spall 178.00 Cum. 1249.17

in side shoulder including carraige of material and spreading on

prepared base including compacting as per MOST Specification

etc... complete.

31 Construction of 200 mm Thick Compacted Granular Sub Base ( 1643.74 Cum. 1716.67

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

32 Providing ans laying wet mix macadam (WMM) in Two layer of 1957.55 Cum. 1822.46

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 laid).

33 Providing and Spraying of Priming Coat using slow setting 7554.00 Sqm. 64.21

asphalt 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.

34 Providing & Laying 50 mm Compacted thick Bituminous 485.00 M.T. 3277.05

Macadam with B.T. Aggregate as per MORT & H specification &

Using Bitumen emulsion RS-1 as Per IS 8887 : tack coat @

Kg/10 Sqmt on BT Surface with mechanical sprayer and Bulk

asphalt Grade VG-30 for mixing @ 34 Kg. / M.T. i.e. 3.4% of total

weight of mix including heating & mixing the aggregate & asphalt

in continuous drum mix plant and hot laid process spreading the

same by paver finisher & consolidation with vibratory roller as per

MORTH specification to achieve desire density, including

providing all materials equipments, tools & plants, fire wood, oil,

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

machinery drum mix plant & paver finisher etc. complete.

35 Providing and laying 50 mm Dense Bituminous macadam (DBM) 875.00 M.T. 3772.44

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

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

36 Providing and laying 30 mm thick Bituminous Concrete with B.T. 548.00 M.T. 4095.26

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.

37 Road marking with hot applied thermoplastic paints 189.00 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

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.

38 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 136.00 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.

39 Hazard Marker Sign :-Providing and fixing sign boards madeout 20.00 No. 3666.30

of 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 3 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

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

40 Regulatory / Mandatory Sign :-Providing and fixing signboards 10.00 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

41 Metal Beam Crash Barrier:- Type - A, "W" : Metal Beam Crash 444.00 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,

1.1 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)

42 Excavation for foundation upto 1.5 m depth including sorting out 795.00 Cum. 247.85

and stacking of useful materials and disposing off the excavated

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

43 Hazard Marker Sign :-Providing and fixing sign boards madeout 12.00 No. 3518.69

of 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 HighIntensity Prismatic Grade

retro refiectivesheeting of Type-4as per ASTM D-4956 and latest

M.O.S.T.Specifications;1.8mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NBCircular MS Pipe as required and frame

fabricated fromsuitable size iron angle of 35 x 35 x 3mm; painted

withbestquality epoxy coatings in black and white bends.

Thedetails of symbol for each board shall be as per theinstruction

of engineer in charge. The fixing at site shall bein 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each legincluding excavation,

curing etc.complete under thesupervision of engineer in charge.

A warranty for 7 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. (B) Class-B Type-4

RetroReflective sheeting

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

44 Regulatory / Mandatory Sign :-Providing and fixing signboards 6.00 No. 3540.12

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 High Intensity Prismatic Grade

retrorefiectivesheeting of Type-4 as per ASTM D-4956 and

latestM.O.S.T.Specifications; 3.6mtr long stand post of Iron

Angle75 x 75 x 6mm / 65NB Circular MS Pipe as required

andframe fabricated from suitable size iron angle of 35 x

x3mm; painted with bestquality epoxy coatings in black andwhite

bends. The details of symbol for each board shall beas per the

instruction of engineer in charge. The fixing atsite shall be in 1:2:4

CC blockof size 45 x 45 x 60 Cms. foreach leg including

excavation, curing etc.complete underthe supervision of engineer

in charge. A warranty for 7years for the Retro reflective sheeting

from originalmanufacturer & a certified copy of 3 year outdoor

exposuretest report from third party test lab for the product

offeredshall be submitted by contractor. (B) Class-B Type-4

RetroReflective sheeting.

45 Providing and laying in position FE 500D TMT bar reinforcement 1.93 M.T. 73858.70

including cutting, bending, hooking and tying complete as per

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

Rs. Four Crore, Nineteen Lakhs, Sixty Eight Thousand, Seven Hundred Ninety Six and Eighty

Seven 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

Deputy Executive Engineer Executive Engineer

District (R&B) Sub Dn. No.1 District (R & B) Division

Vadodara Vadodara

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 of dismntled material Rs.3765/- (Three Thousand Seven Hundred Sixty Five) and Diversion

Credit Rs. 25,56,646.20 (Twenty Five Lakhs, Fifty Six Thousand Six Hundred Fourty Six and

Twenty Paisa) shall be recovered from contractors R. A. Bill.

Deputy Executive Engineer Executive Engineer

District (R&B) Sub Dn. No.1 District (R & B) Division

Vadodara Vadodara