New Gujarat Pattern Year 2025-26. Construction of Box Culvert near Kavadiya Gadh At Village Taklipada ( Piplaidevi) Taluka. Ahwa, Dist. Dang.

Name of Work:-New Gujarat Pattern 10% Year 2025-26. Construction of Box Culvert near Kavadiya

Gadh At Village Taklipada ( Piplaidevi) Taluka. Ahwa, Dist. Dang.

: : 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 rank 0.05 Hect 34889.44

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 81.00 Cum. 112.02

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 Earthwork for embankment including breaking clods, 737.96 Cum. 182.14

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. lead

4 Construction of granular sub-base by providing coarse 126.00 Cum. 1293.52

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

5 Construction of Granular Sub Base by providing coarse 113.00 Cum. 1347.52

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% etc.

6 Providing, laying, spreading and compacting graded stone 105.00 Cum. 1430.06

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 density.

7 Providing and applying evenly Priming coat with emulsion 675.00 Sqmt 72.61

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 asphalt

8 Providing and laying bituminous base course 37.5mm 50.60 MT 2501.32

thick compacted in one layer with tack coat of Emulsion

RS1 at the rate of 2.5 Kg / 10 Sqmt. and using B.T. stone

aggregate or required gradation and asphalt (VG-30)

grade for mixing @ 1.99 % by weight of total mix for

mixing 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 meterials, equipments, tools and plants, oil,

kerosene, fire wood, labour chrges etc. complete..

9 Providing & laying 50 mm. thick compacted Bituminous 74.30 MT 3121.14

Macadam with using RS1 Emulsion for tack coat at

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.

10 Providing & laying 25 mm. thick SDBC using B.T. stone 38.80 MT 3819.20

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 -

tonnes vibratory roller & providing tools 7 plants, fire

wood, oil, kerosene, labour charges using contractor's

own machineries etc. complete.

11 Providing and laying asphalt painting on B.T. surface with 675.00 Sqmt 36.75

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

spreading stone dust for painting surface at rate of

12 Dismentaling the existing structure including removing 300.00 Cum. 978.15

and stacking the dismentelled materials as and where

directed. (B) R.C.C Work

13 Excavation in large boulders and soft rock by welding 313.00 Cum. 754.14

including shoring, strutting and dewatering as necessary

and disposing of the excavated stuff as directed.

14 Providing and casting in situ Ordinary cement concrete 48.90 Cum. 3816.61

M-150 for R.C.C. Raft and cut-off walls including

necessary shuttering laying, vibrating, ramming and

curing complete. (more than 10 ton)

15 Providing and Casting in situ controlled Cement Concrete 200.40 Cum. 4640.23

M-200 for R.C.C. Raft and cutt-off walls including

necessary shuttering laying, vibrating, ramming and

curing complete. (more than 10 ton)

16 Providing and casting in situ controlled cement concrete 75.40 Cum. 5475.63

M-250 for R.C.C. solid slab including centering,

scaffolding, curing and finishing complete. (more than

17 Providing and casting in situ controlled cement concrete 33.90 Cum. 4992.64

M-250 for Kerb/ kerb blocks including formwork curing

and finishing, complete (more than 10 ton)

18 Providing and casting in situ controlled cement concrete 21.30 Cum. 5425.97

M-250 for average 100 mm thick wearing coat laid as

directed dincluding tamping, vibrating, finishing, curing

and fillingin joints with bitumen complete (more than

19 Providing and casting in situ ordinary cement concrete 147.70 Cum. 4308.35

M. 200 mix and providing necessary pin headers including

shuttring scaffolding laying vibrating curing and finishing

complete. Without V-Grooves. (A) Height from 0.0 M to

20 Providing and fixing in position IS mark steel bar 27.28 MT 73243.02

reinforcement of bar grade FE-500/500D including

cutting, bending, hooking and tying complete as per

detailed drawing for raft slab, pier, solid slab, kerb block,

wearing coat etc.

21 Provding P.V.C. 100 mm diameter water spouts including 24.00 Nos. 159.37

necessary iron gratings as per drawings. (more than

22 Providing weep holes in abutment, returns using 100 67.00 Nos. 91.32

mm. dia A.C. pipe with C.I. grating including cutting,

placing the pipe in required slope and position as

directed etc. complete. (As per detailed specification)

23 Providing and laying - Fitter Media 600mm thick directed 80.00 Sqmt 1342.40

at the back of abutments, returns and wing walls as per

detailed specifications

24 Providing and fixing guard stone as per I.R.C. type design 38.00 Nos. 350.80

including white washing etc. complete.(ii) Fixing in C.C.

25 Providing and filling sand behind abutments and 186.00 Cum. 571.92

between returns in layers as directed

26 Wall painting (two coats) with plastic emulsion paint of 129.30 Sqmt 85.35

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

I / Weam / are willing to carryout 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

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed by the

Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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

the reisa 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.

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Signature of the contractor