Construction of Slab Drain at Mamabhacha Beli Faliya Road km 0/0 to 0/2 Ta:Dharampur Dist:Valsad

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 10.00 Rmt 159.080 ₹

painting complete

2 Poviding masonry steps with cement pointing on approaches as 50.00 Steps 224.310 ₹

3 Providing and laying filter media 600 mm. thick as directed at the 268.00 Sq.m 1248.750 ₹

back of abutments returns and wing walls as per detailed

4 Providing and filling sand behind abutments and between returns in 764.00 Cu.m 480.410 ₹

layers as directed

5 Excavation for foundaion in hard murrum and boulders and very 274.00 Cu.m 598.130 ₹

stiff or sticky clays and oher similar strata including sorting and

strutting and dewatering as necessary and diposing of excavated

stuff as directed.

6 Excavation in large boulders and soft rock by welding including 812.00 Cu.m 701.530 ₹

sorting strutting and dewatering as necessary and disposing off the

excavated stuff as directed.

7 Excavation in hard rock by dry wet blasting and chiselling including 76.00 Cu.m 1675.310 ₹

dewatering preparing foundation base by proper benching and

stepping and dispossing of the excavated stuff as directed. (B)

Blasting prohibited

8 Providing & filling in foundation with ordinary cement concrete M 96.00 Cu.m 3610.390 ₹

15 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

9 Diversion of water course/providing cofferdam and bund or island as 1.00 Each 40400.000 ₹

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

necessary (B) Diversion by cofferdam/sland

10 Providing and fixing steel dowel bar of Fe 550D grade 32 mm dia 231.00 Rmt 598.440 ₹

for anchoring by drilling holes in foundation strata including,

necessary bending hooking of dowel bars and grouting the holes

complete as per detailed dawing and as directed

11 Providing & casting in situ Design mix concrete M 30 for R. C.C. 359.00 Cu.m 4757.770 ₹

footing for Pier, Abutment and Return Wall Footing Pad for

including necessary shuttering laying vibrating ramming and curing

12 Providing & filling trenches of excavation in rocky strata with NMC 133.00 Cu.m 3552.860 ₹

13 Providing and placing in position Reinforcement GradeFe-550D for 99.40 M.T 73106.166 ₹

(A) R. C.C. footing for Pier, Abutment and Footing Pad for Return

Wall (B) Abutment cap and dirt wall (C) Pier cap ,R.C.C Pier,

Abutment, Return Wall (D) Side Wall (E) solid slab type of

superstructure and Top slab (F) R.C.C Crash Barrier (G) R.C.C.

Approach slab, (H) Wearing coat including curing bending hooking

and tying compete as per detailed drawing.

14 Providing and laying weep hole in abutment and return by using 268.00 Each 84.960 ₹

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

and joining etc. comp. As per detailed specifications.

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

work in Abutment, Piers & 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 283.00 Cu.m 5328.990 ₹

(B) Height from 5.0 M to 10.0 M 69.00 Cu.m 5645.490 ₹

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

16 Providing and casting in situ controlled cement concrete M 30 Mix 72.00 Cu.m 5408.280 ₹

for R.C.C. works in pier cap abutment cap and dirt wall including

controlled cement concrete M 35 bed rock or pedestals of required

drawings, centering shuttering, scaffolding wherever necessary

laying vibrating curing and finishing complete.

17 Providing & Fixing in position tar paper bearing as per detailed 1.00 Job 10100.000 ₹

design and drawings and specification etc. complete

18 Providing and fixing in position FE 550D steel dowel bars in pier 15.00 Each 453.740 ₹

caps or abutments caps for anchorage in fixed end as per deailed

drawing in cluding cutting bending and welding complete.

19 Providing and fixing in position FE 550 D steel dowel bars in pier 15.00 Each 529.020 ₹

caps For anchorage in free end as per deailed drawing in cluding

cutting bending and welding .

20 Providing and casting in situ controlled cement concrete M-30 for 229.00 cu.m 5468.440 ₹

R.C.C. work in superstructure including centering, ramming

vibrating curing and finishing complete.(A) Solid slab type of

21 Providing and casting in situ controlled cement concrete M 40 for 30.00 Cu.m 5597.110 ₹

average 100 mm. thick wearing coat laid as directed including

tamping vibrating finishing curing and filling in joints with bitumen

22 (Provision of an Reinforced cement concrete crash barrier at the 99.00 Rmt 1474.600 ₹

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

constructed with M-40 grade concrete with FE550D (HYSD)

reinforcement conforming to IRC:21 and dowel bars 25 mm dia,

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 4 June 1994 as per dimensions in the

approved drawing and at locations directed by the Engineer, all as

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

iron gratings as per drawings.

24 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

25 Providing and casting in situ controlled cement concrete M 30 for 23.00 Cu.m 5296.680 ₹

approch slab including form work curing and finishing complete.

26 Providing Pre-moulded asphalt filler joints as per drawings.(A) 31.00 Sq.m 702.130 ₹

27 Finishing wall with weather proof exterior emulsion paint on wall 148.00 Sq.m 114.540 ₹

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

28 Dismentaling the existing structure including removing and stacking 272.00 Cu.m 909.910 ₹

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

29 Providing fusion bonded Epoxy coating not less than 175 micron 38.17 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

30 Providing fusion bonded Epoxy coating not less than 175 micron 57.25 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

31 Earth work for embankment in cluding breaking clods dressing With 3175.50 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.

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

32 Box cutting the road surface to proper slope and camber for making 135.20 Cu.m 106.810 ₹

a base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead

33 Clearing and grubbing road land including uprooting trunk 1.20 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

34 Supplying Stacking & Spreding Hard Murrum 100 mm below sub 157.00 Cu.m 466.620 ₹

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.

35 Construction of granular sub-base (GSB-V) 150 mm thick layer by 243.00 Cu.m 1133.220 ₹

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.

36 Providing & laying spreading and compacting stone aggregate 53 344.00 Cu.m 1197.860 ₹

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)

37 Providing and Laying priming coat with emulsion SS-1 grade and 1424.00 Sqm 63.740 ₹

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

38 Providing and laying bituminous base course 37.5 mm thick 105.00 M.T 2135.140 ₹

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

39 Providing and laying 50.00 mm thick compacted B.M. in Single 153.00 M.T 2809.208 ₹

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

40 Providing and laying 25 mm thick compacted Semi Dense 66.00 M.T 3381.330 ₹

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 Mix Plant

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

41 Road marking with hot applied thermoplastic paints with 62.00 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.

42 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 62.00 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.

43 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)

44 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)...

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

45 Hazard Marker Sign :-Providing and fixing sing boards made out of 3.00 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)...

46 Providing and fixing hectometer as per I.R.C. type design including 4.00 NO 356.500 ₹

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

47 Providing and fixing guard stone as per I.R.C. type design including 8.00 NO 350.810 ₹

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

48 Excavation for foundation up to 1.50 mt depth including sorting out 249.00 Cum 253.890 ₹

and stacking of useful material and disposing of the excavated stuff

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

49 Providing & laying rubble for apron and Gabbion (each stone weight 658.00 Cu.m 1083.820 ₹

not less than 40 Kg.) including packing & filling in the interstices

50 with quarry&spalls.

Providing Suppling of Mechanically Woven, Double 658.00 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

51 Providing, Supply and Installation of 200 GSM Non Woven 470.00 Sq.m 45.450 ₹

Geotextile Needle Punched. Polypropylene Material Having

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

52 Providing and laying rubble pitching of 22.50 cm. thick with filling 886.00 Sqm 596.770 ₹

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.

53 Providing and erecting a 'W' type metal beam crash barrier 20.00 Rmt 3496.620 ₹

comprising of 3 mm thick corrugted sheet metal beam rail. 70 cm

above road/ground level. fixed on ismc series channel verticle ost

150x75x5 mm spced 2 mt centre to centre, 1.8 mt height , 1.1 mt

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

by hot dip process , all fittings to confirm to I.S 1367 and I.S 1364

metal beam rail to be fixed on the verticle post with a spacer of

channel section 150 x75x5 mm ,330 mm long complete as per clause

54 Providing Designing Supplying and Installation of Extruded Bi- 585.00 Sqm 111.100 ₹

Axial Polypropylene 30 kn GeoGrid Including all Labours & etc.

55 Providing Designing Supplying and Installation of Extruded Bi- 378.00 Sqm 141.400 ₹

Axial Polypropylene 40 kn GeoGrid Including all Labours & etc.

56 Supplying and fixing reinforced concrete heavy duty non-pressure 75.00 Rmt 3446.510 ₹

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.

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

57 Supplying and fixing reinforced concrete heavy duty non-pressure 37.50 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 Two Crore Eighteen Lac Fifty Two Thousand Nine Hundred Two and Paise Sixty Eight 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. 2,18,52,902.68 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. 3,95,274.55 (Rupees Three Lac Ninety Five Thousand Two Hundred Seventy Four and Paise Fifty Five Only) of

7 estimated credit value of 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

Dharampur Valsad