Civil Work

Name of Work :- Package: (1) S.R. to Construction of Box Culvert on Karjan - Vemar - Sadhali Road Km. 0/0 to 19/600 (at

Chainage 0/500 to 0/600, 12/400 to 12/600, 16/400 to 16/500) (2) S.R. to Construction of Box Culvert on Manglej - Nareshwar

Road Km. 0/0 to 26/600 (at Chainage 0/000 to 0/100, 5/700 to 5/800, 8/700 to 8/800) (3) S.R. to Construction of Box Culvert on

Karjan - Kayavarohan Road Km. 0/0 to 13/260 (at Chainage 7/700 to 7/800) Ta. Karjan 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 693.00 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 84.00 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 178.00 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 Cement 10.00 Cum. 3355.30

: 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 229.00 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 84.00 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 112.00 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 970 140.00 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 3.60 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 559.00 Sqm. 1209.85

back of abutments, returns and wing walls as per detailed

specifications.

11 Providing and filling sand behind abutments and between returns 666.00 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 200.00 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 142.00 Cum. 908.21

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

14 Providing Diversion of Road 7.00mt Width (Having 12.00 mt 350.00 Rmt. 10088.46

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 Clearing and grubbing road land including uprooting rank 0.35 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

16 Earthwork for embankment including breaking clods, dressing with 819.00 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 1.0KM. lead

17 Earthwork in cuting in all sorts of soil and soft murrum including 1008.00 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.

18 Box cutting the road surface to proper slope and camber for 2205.00 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

19 Providing and laying 80 mm Compacted of Specified quarry Spall 168.00 Cum. 1315.16

in side shoulder including carraige of material and spreading on

prepared base including compacting as per MOST Specification

etc... complete.

20 Construction of 200 mm Thick Compacted Granular Sub Base ( 1612.50 Cum. 1793.04

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

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

21 Providing ans laying wet mix macadam (WMM) in Two layer of 1923.74 Cum. 1901.69

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

22 Providing and Spraying of Priming Coat using slow setting asphalt 7434.00 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.

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

23 Providing and laying 50 mm Dense Bituminous macadam (DBM) 861.00 M.T. 3752.78

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.

24 Providing and laying 30 mm thick Bituminous Concrete with B.T. 539.00 M.T. 4065.97

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.

25 Road marking with hot applied thermoplastic paints 174.00 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.

26 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 127.00 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.

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

27 Hazard Marker Sign :-Providing and fixing sign boards madeout of 28.00 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

28 Regulatory / Mandatory Sign :-Providing and fixing signboards 14.00 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

29 Metal Beam Crash Barrier:- Type - A, "W" : Metal Beam Crash 604.00 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)

30 Excavation for foundation upto 1.5 m depth including sorting out 705.00 Cum. 247.85

and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(B) Dense or Hard soil

31 Providing & casting in situ oridinary cement concrete M-200 Mix 835.00 Cum. 4255.13

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing concrete without v-

grooves. (A) Height from 0.0 M. to 5.0 M.

32 Providing and laying in position FE 500D TMT bar reinforcement 4.00 M.T. 73858.70

including cutting, bending, hooking and tying complete as per

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

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

33 Providing & laying weep hole in Aburtments, and returns by 248.00 No. 84.63

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

and jointing the completed as per detailed specification.

Rs. Three Crore, Fourty Three Lakhs, Sixty One Thousand, One Hundred Seventy Two and

Seventy 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

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.2670/- (Two Thousand Six Hundred Seventy) and Diversion Credit

Rs. 2471672.35 (Twenty Four Lakhs, Seventy One Thousand Six Hundred Seventy Two and Thirty

Five 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