New Gujarat Pattern 10 Taka 2025-26 Construction of Umarkui Balvadi to Mal faliya toward road Ch 0/0 to 1/100 Ta,Vansda Dist.Navsari.

Name of Work:-NEW GUJARAT PATTERN -10% 2025-26.Construction of Umarkui Balvadi to Mal faliya

toward road Ch 0/0 to 1/100 Ta,Vansda Dist.Navsari.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Clearing and grubbing road land including uprooting 0.44 Hect 34889.39

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials(D) By

mechanical means in area of thorny jungle

2 Earthwork in cutting in all sorts of soil and soft murrum 862.00 Cum. 106.81

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between

top edge and cutting and toe of spoil bank.

3 Supplying and fixing reinforced concrete heavy duty 30.00 rmt 1968.38

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and laying (to

level or slopes) of class NP3 of following internal

daimeters.(v) 600mm dia.

4 Earthwork for embankment including breaking clods, 2065.00 Cum. 173.67

dressing 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.(E) From Borrow area within 3.0KM.

5 Supplying, Stacking, Spreading & rolling of Hard 198.00 Cum. 684.58

Murrum on road side for hard side shoulder of work as

per specification including filling the mesure boxes of

standard size etc. complete.

6 Construction of granular sub-base by providing coarse 672.00 Cum. 688.93

graded material grading-II, spreading in uniform layers

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, complete as per clause 401.B

7 Construction of Granular Sub Base by providing coarse 639.40 Cum. 736.54

graded machine crushed B. T. material satisfying MOST

Specification of Grading - I using 53 mm to 26.5 mm @

30% (M.C. Metal), 26.5 mm to 4.75 mm @ 60%

(M.C.Metal), 2.36 mm below @ 10% (Stone Dust)

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 with C.B.R. > 30%

8 Providing, laying, spreading and compacting graded 573.00 Cum. 811.46

stone aggregate to Wet Mix Macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers with paver in sub-

base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired

9 Providing and applying evenly Priming coat with 3491.00 Sqmt 72.05

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m on

road surface using emulsion SS-1 (Himcol Made)

pressure spreayer etc. complete including the cost of

10 Providing & laying 37.50 mm. thick compacted 261.80 MT 2327.06

Bituminous Macadam with using RS1 Emulsion for tack

coat at 2.50 Kg / 10 Sq.Mt. using stone aggregate as

per gradation and aspahlt grade VG-30 at 3.40 % by

weight of total mix hot laid process with drum mix

plant including consolidation with vibrating roller

including operating plant and machinery cost of

asphalt, fuel, oil, lubricant and labour charges etc.

11 Providing & laying 50 mm. thick compacted Bituminous 384.00 MT 2959.73

Macadam with using RS1 Emulsion for tack coat at

2.50 Kg / 10 Sq.Mt. using stone aggregate as per

gradation and aspahlt grade VG-30 at 3.40 % by weight

of total mix hot laid process with drum mix plant

including consolidation with vibrating roller including

operating plant and machinery cost of asphalt, fuel,

oil, lubricant and labour charges etc. complete.

12 Providing & laying 25 mm. thick SDBC using B.T. stone 200.70 MT 3659.06

chips as per MORTH gradation and specification with

asphalt VG-30 at the rate of 50.00 kg. / M.Tone of total

wt. for mix i.e. (5.00 % ) by weight of total mix of

bitumen including mixing aggregates & asphalt by

continuous batching drum mix plant & spreading the

same by paver finisher including rolling & consolidation

with 10 - 12 tonnes vibratory roller & providing tools

plants, fire wood, oil, kerosene, labour charges using

contractor's own machineries etc. complete.

13 Providing and laying asphalt painting on B.T. surface 3491.30 Sqmt 34.91

with bitumen VG-30 at rate 5.00Kg / 10Sq.mt.

including spreading stone dust for painting surface at

rate of 0.03 cu.mt. / 10 sq.mt.

14 Providing and fixing ordinary Kilometer stone of 2.00 Nos. 704.33

precast C.C. 1:2:4 including necessary reinforcement as

per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete (For O.D.R and V.R.)

15 Providing and fixing Hectometer as per I.R.C. type 5.00 Nos. 356.50

design including painting, lettering etc. complete.(ii)

Fixing in C.C. 1:5:10

16 Informatory Signs :-Providing and fixing sing boards 1.00 Nos. 3856.90

made out of 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)...

17 Village name/ Bump Ahed sign :-Providing and fixing 8.00 Nos. 5045.36

sing boards made out of 2mm aluminium sheet; size

x 60cms. 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 iron angle of 50 x 50 x 5mm 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 Grade(VR)...

18 Direction sign (Junction board):-Providing and fixing 8.00 Nos. 14831.71

sing boards 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 iron angle of 50 x

x5mm 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 Grade(VR)...

19 Excavation for foundation upto 1.5 m depth including 78.00 Cum. 254.36

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

20 Providing and filling in foundation with ordinary 9.60 Cum. 3304.02

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

21 Providing & casting in situ ordinary cement concrete M- 81.60 Cum. 3957.22

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete without V-Groves.(A) Height from

22 Supplying and fixing reinforced concrete heavy duty 15.00 rmt 3469.26

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and laying (to

level or slopes) of class NP3 of following internal

daimeters.(v) 900mm dia.

23 Providing and fixing guard stone as per I.R.C. type 20.00 Nos. 350.80

design including white washing etc. complete.(ii) Fixing

24 Providing and fixing 20cm. x 15cm x 2.5 cm. thick year 2.00 Nos. 279.69

plate of marble stone set in C.M. 1:4 including finishing

and engraving letters etc. complete.

25 White washing with lime on wall surface (two coats) to 89.14 Sqmt 12.73

give an even shade including thoroughly booming the

surface to remove all dirt, dust; mortar drops and

other foreign matter.