Construction of Box Culvert at Pada Approach Road (VR) at ch 2/800 to 3/00,Ta: Umarpada, Dist:Surat

BILL OF QUANTITES

Memorandum showing items of work to be carried out

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

1 Proving flood guage makrs on substrucure as per deisign including 9.00 Rmt 167.040 ₹

painting complete.

2 Poviding masonry steps with cement pointing on approaches as 12.00 Steps 235.520 ₹

3 Providing and laying filter media 600 mm. thick as directed at the 66.00 Sq.m 1311.190 ₹

back of outer wall & returns walls as per detailed specifications.

4 Providing and filling sand behind abutments and between returns in 172.00 Cu.m 504.430 ₹

layers as directed.

5 Excavation for foundaion in sand gravel, clay, soft, soils and murrum 1785.00 Cu.m 526.150 ₹

etc. including soring strutting and dewatering as necessary and dis

posing off the excavaed suff as directed (A) Depth upto 3.00 mt.

6 Providing & filling in foundation with ordinary cement concrete M 131.00 Cu.m 3695.350 ₹

15 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

7 Diversion of water course/providing cofferdam and bund or island as 2.00 Each 50500.000 ₹

may be necessary for foundation the same for the period as may be

necessary (B) Diversion by cofferdam/sland.

8 Providing & casting in situ Design mix concrete M 30 for R. C.C. 367.98 Cu.m 4610.170 ₹

Bottom Slab, Return Wall Footing, Key etc. including necessary

shuttering laying vibrating ramming and curing complete.

9 Providing and placing in position Reinforcement GradeFe-500D for 82.33 M.T 73654.623 ₹

R. C.C. footing for Pier,Abutment and Footing Pad for Return Wall

including Curing Bending hooking and tying compete as per

detailed drawing.(A) Outer wall, inner wall,side wall, return wall

(B)Top slab (C)R.C.C Kerb(D) R.C.C approch slab(E) wearing coat.

10 Providing and laying weep hole in abutment and return by using 66.00 Each 89.210 ₹

A.C. pipes of 100 mm. Diameter including laying in proper grade

and joining etc. comp. As per detailed specifications.

11 Providing and casting in situ controlled cement M-30 for R.C.C.

work in Outer Wall, Inner Wall, Return Wall as per drawing

including centering shuttiring scaffolding where necessary laying

vibrating curing and finishing complete.

(A) Height from 0.0 M to 5.0 M 320.31 Cu.m 5217.460 ₹

(B) Height from 5.0 M to 10.0 M Cu.m

12 Providing and casting in situ controlled cement concrete M-30 for 280.84 cu.m 5347.820 ₹

R.C.C. work in Top Slab including centering, ramming vibrating

curing and finishing complete.

13 Providing and casting in situ controlled cement concrete M 40 for 38.49 Cu.m 5660.710 ₹

average 100 mm. thick wearing coat laid as directed including

tamping vibrating finishing curing and filling in joints with bitumen

14 Providing Parapet of Controlled Cement Concrete M-30 as per 102.64 Rmt 1810.340 ₹

detailed drawing with necessary Reinforcement Including,

Shuttering, laying vibrating and finishing to line and level Complete

(Cast in Situ).

15 Providing and casting in situ controlled cement concrete M 35 for 10.00 Rmt 4944.130 ₹

kerb / kerb block including formwork curing and finishing complete.

16 Providing PVC. 100 mm. diameter water spouts including necessary 24.00 Each 159.370 ₹

iron gratings as per drawings.

17 Providing and fixing marble slab including engraving and painting 2.00 Each 1012.650 ₹

complete. (A) size 75 cm x 60 cm x 4 cm.

18 Providing and casting in situ controlled cement concrete M 30 for 22.68 Cu.m 5148.820 ₹

approch slab including form work curing and finishing complete.

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

19 Providing and laying rubble for apron (each stone weight not less 302.36 Cmt 1083.820 ₹

than 40 kg.) including packing and filling in the interstices with

20 Providing Designing Supplying and Installation of Extruded Bi- 604.80 Sq.m 141.400 ₹

Axial Polypropylene 40 kn GeoGrid Including all Labours & etc.

21 Providing per-moduled asphalt filler joints as per 18.19 Sq.m 703.530 ₹

drawings.(A)12mm.

22 Dismentaling the existing structure including removing and stacking 180.00 Cu.m 955.410 ₹

the dismentelled materials as and where directed. (A) R.C.C. work.

23 Providing fusion bonded Epoxy coating not less than 175 micron 33.00 MT 10162.620 ₹

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.

24 Providing fusion bonded Epoxy coating not less than 175 micron 50.00 MT 7296.240 ₹

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 (B) 20mm to 32 mm dia bar.

25 Earth work for embankment in cluding breaking clods dressing With 736.20 Cu.m 177.920 ₹

all lead and lift and including watering, rolling, and consolidation of

subgrade in layers at O.MC. To required dry density including filling

the depressing which occur during the proces using vibrating roller

8.T. to 10 T (A) From borrow area within any km.

26 Clearing and grubbing road land including uprooting trunk 1.03 Hectre 28455.100 ₹

vegetation, grass bushes, shrubs, saplings and tree girth up to

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

unserviceable materials and stacking of serviceable materials to be

used or auctioned up to a lead of 1000 meters including removal and

disposal of top organic soil not exceeding 150 mm in thickness. (C)

by mechanical means in area of light jungle.

27 Supplying Stacking & Spreding Hard Murrum 100 mm below sub 51.00 Cu.m 448.440 ₹

base and 100 mm for Side Shoulder of work as per specification and

Borrow material with Min CBR of 18% laid and compacted over.

Compacted of native soil of min. CBR of 1.8%, ( including

spreding,watering and consolidation) With Vibtatory roller

excceding 80KN and not excceding 120KNetc.complete.

28 Construction of granular sub-base (GSB-V) 150 mm thick layer by 103.00 Cu.m 1092.820 ₹

providing machine crushed B.T. material satisfying MORT&H

specification (Fifth revision) of Grading V 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.

29 Providing & laying spreading and compacting stone aggregate 53 141.00 Cu.m 1146.350 ₹

mm to 22.4 mm size to W.B.M. 75 mm thick in Three layers

including spreading in uniform thickness, hand packing, rolling with

vibratory roller 8 to 10 tonnes to proper grade and camber, applying

and brooming requisite type of screening/ binding/ filler materials to

fill up the interstices of coarse aggregate, watering and compacting

to the required density. Grading II using screening type A (13.2 mm

stone aggregate).

30 Providing and Laying priming coat with emulsion SS-1 grade and 563.00 93.580 ₹

spraying emulsion with spray set fitted on mechanical bouzer using

emulsion at the rate of 7.50 kg/10 smt on WMM surface including

cleaning the surface etc. complete.

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

31 Providing and laying bituminous base course 37.5 mm thick 41.00 M.T 2567.750 ₹

compacted with tack coat of Emulsion grade RS1 at the rate of

Kg./10Sqmt. and using B.T. stone aggregates of required gradation

and asphalt (VG-30) grade for mixing @ 1.99 % by weight of total

mix including heating the aggregate and asphalt by drum mix plant

and spreading the same by paver finisher and consolidation with

vibratory roller including providing all materials, equipments, tools

and plants, oil, kerosene, fire wood, labour charges etc. complete .

32 Providing and laying 50.00 mm thick compacted B.M. in Single 60.00 M.T 3509.770 ₹

Layer with B.T. aggregate as per MORT&H specification using

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

34.0 Kg/M.T. i.e. 3.4% of total mix including heating the aggregate

and asphalt by Drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller including providing

all materials, equipments, tools and plants, oil, kerosene, fire wood,

labour charges etc. complete.

33 Providing and laying 25 mm thick compacted Semi Dense 21.00 M.T 4337.700 ₹

Bituminuous Concrete using stone chips as per MORT&H gradation

& 60/70(VG-30) grade asphalt for mixing @ 5.0% by weight of total

mix for binder including heating the aggregate and asphalt by Drum

34 Road marking with hot applied thermoplastic paints with 19.00 Sqm 367.730 ₹

reflectorising glass beads on bitumin surface poviding and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectrorising glass beads @250 gm per sqm area, thickness of

mm in exluding of surface applied glass beds as per IRC:35-2015.

The finished surface to be level,uniform and free from streaks and

holes zebra patta/bump pattaline/center line/cut patta.The white

colour marking should provide liminance coefficent on cement road

shall be min 130 mcd/m^2/lux and Asphalt road shall be min

mcd/m^2/lux during the service life during the day time .The

marking should meet the performance criteria for night time

rreflectivity and skid resistance as mentioned in section -15 of IRC

35-2015 , warranty for retro reflectivity shall be two years.

35 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 19.00 No. 217.410 ₹

made of polycarbonate and ABS moulded body and reflective panels

with Micro prismatic lens (No Glass bead lens) capable of providing

total internal reflectionof the light entering the lens face and shall

support a load of 13635 kgs. tested in accordance to ASTM D

Type H and complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm, 130 mm and

mm and with minimum reflective area of 13 Sqcm on each side and

the slope to the base shall be 35 +/- 5 degree. The body of themarker

should having finger grip for easy and accurate placement and

application with epoxy / bituminous Adhesive as recommended by

the manufacturer of the marker. The color of the marker should be as

per theIRC 35-2015 and as directed by Engineer-in-charge.

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

36 Direction sign (Junction board):-Providing and fixing sing boards 2.00 No. 14831.710 ₹

made out of 2mm aluminium sheet; size 244 x 122cms. rectangle as

as per the 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

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

numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand

post and frame fabricated from suitable size ironangle of 50 x 50 x

5mm 75x75x6mm as required; painted with best quality 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 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

37 Cautionary Warning Sign :-Providing and fixing sing boards made 2.00 No. 3808.660 ₹

out of 2mm aluminium sheet; size 90 x 90 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 .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 estquality 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) ngineer Grade(VR)

38 Informatory Signs :-Providing and fixing sing boards made out of 2.00 NO 3856.900 ₹

2mm aluminium sheet; size 80 x 60cms. rectangle as per the design

of IRC-67-1977 pre treated with phospheting process & acid

teching; coated with one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best qualityepoxy

coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the

instruction ofengineer 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 tec. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

39 Hazard Marker Sign :-Providing and fixing sing boards made out of 2.00 No. 2423.740 ₹

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 Grade(VR)...

40 Providing and fixing hectometer as per I.R.C. type design including 2.00 NO 356.500 ₹

painting lettering etc. complete fixing in C.C. 1:5:10.

41 Providing and fixing guard stone as per I.R.C. type design including 20.00 NO 350.810 ₹

white washing etc. complete fixing in C.C. 1:5:10

42 Excavation for foundation up to 1.50 mt depth including sorting out 140.00 Cum 260.570 ₹

and stacking of useful material and disposing of the excavated stuff

up to 50 mt. lead (B) Dense or Hard soil.

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

43 Providing & Suppling of Mechanically Woven, Double 264.00 Cu.m 1212.000 ₹

Twisted,Hexagonal wire mesh Zinc+ PVC Coated Gabion boxes;

Mesh opening Type : 10 x 12; Wire dia: 2.7/3.7 mm; Selvedge wire

44 Providing, Supply and Installation of 200 GSM Non Woven 220.00 Sqm 45.450 ₹

Geotextile Needle Punched. Polypropylene Material Having

Minimum Roll Size of 5 mtr x 100 mtr Including all Labours & etc.

45 Providing and laying rubble pitching of 22.50 cm. thick with filling 214.00 Sqm 602.200 ₹

the sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and

30 cms. x 30 cms. panel wall as per the detailed drawing with

necessary excavation and providing water chute of C.C. 1:3:6 at

24.00 mt. C/C providing pointing on rubble pitching in CM 1 : 3 etc.

46 Providing Designing Supplying and Installation of Extruded Bi- 338.00 Sqm 111.100 ₹

Axial Polypropylene 30 kn GeoGrid Including all Labours & etc.

47 Supplying and fixing reinforced concrete heavy duty non-pressure 60.00 Rmt 1734.630 ₹

pipes with collars for culvert carrying heavy traffic as per IS: 458-

1991 spcifications including setting the pipes in C:M 1:2 watering

and laying (to leval or slopes) of class NP3 of following internal

Diameters 900 mm Dia.

48 Supplying and fixing reinforced concrete heavy duty non-pressure 30.00 Rmt 5560.010 ₹

pipes with collars for culvert carrying heavy traffic as per IS: 458-

1991 spcifications including setting the pipes in C:M 1:2 watering

and laying (to leval or slopes) of class NP3 of following internal

Diameters 1200 mm Dia.

Rupees One Crore Sixty Three Lakh Four Thousand Four Hundred Forty Three and Paise sixty One Only Total ₹

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 under.

Amount of My / our Tender Work out as under.

* Estimated amount put to tender.RS. 1,63,04,443.61 Estimated amount put to tender.RS.

(* Please strike out whichever is not applicable.)

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.

5 All works shall be carried out as per latest MORTH Specification Booklet and other specification of Division as directed.

Testing of material shall be done as per statement attached with specification. The material should be tested in GERI or Private laboratory

approved by Govt. of Gujarat. Bill for testing charges should be paid by Executive Engineer and 1% amount as per the schedule - B

computed after deducting the cost of materials to be supplied by the Govt. and shall be recovered from the contractor's running bill as per

Govt., R&B Department No. TNC-1085/(4)/C dtd 20-12-91.

An amount of Rs.3,19,550.34 (Three lakh ninteen thousand five hundred fifty Paise thirty four Only) of estimated credit value of

7 Dismenataling of Existing Bridge & Diversion shall be recovered from the 1St R.A. Bill of this work irrespective of the quantity actually

received on site.

Sign Of Bidder Deputy Executive Engineer, Executive Engineer

Pan (R & B) Sub Division Pan(R & B ) Division