New Gujarat Pattern 10Percentage State Level 2025-26 Construction of Mirkot Village Karanjkhedi faliya Mohanbhai Supadiyabhai Gamit home toward road Ch 0/0 to 0/400 Ta.Uchchhal Dist.Tapi.

Name of Work:- ુ જ

ુ રાત પેટન 10% રા યક ા 2025-26 Const.of Mirkot Village Karanjkhedi faliya

Mohanbhai Supadiyabhai Gamit home toward road Ch 0/0 to 0/400 Ta. Uchchhal Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Clearing and grubbing road land including uprooting 0.24 Hect 28455.08

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

(C) By mechanical means in area of light jungle.

2 Earthwork in cuting in all sorts of soil and soft 201.60 Cum. 130.94

murrum including conveying and spreading the

stuff, embankment as and where directed within

200meters from the end of the cutting with all

required lead and lift.

3 Earth work for embankment including breaking 495.10 Cum. 173.67

clods dressing with all lead & lifts and including

watering rolling and consolidation of sub grade in

layers of O.M.C. to required dry density including

filling in depressions which occure during the

process using vibratory roller 80 to 100 KN (E) From

borrow area within 3.00 Km Lead Having C.B.R.

More than 5.00%

4 Supplying, Stacking, Spreading & rolling of Hard 48.00 Cum. 446.42

Murrum on road side for hard side shoulder of work

as per specification including filling the mesure

boxes of standard size etc. complete.

5 Consructing of granular sub-base Gr-II by providing 149.00 Cum. 718.11

course graded B.T. machine crushed material

satisfying MOST specification of grading II 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.

6 Providing and laying of Wet Mix Macadam base 137.00 Cum. 866.58

course as per MORTH specification using machine

crushed B.T. chips as per required gradation,

mixing with required optimum quantity of water,

conveying the mix to site of work, spreading in to

grade and camber with paver/mechanical means

and consolidation each layer with vibratory roller to

aschieve the desired density including cost of

material labour plant and equipment etc. complete.

7 Providing and applying primer coat with Bitumen 1243.00 Sqmt 51.31

emulsion (SS-I) on prepared surface of granular base

including cleaning of road surface and spraying

primer at the rate of 7.50 kg/ 10sqmt using

mechanical means as per Technical Specification

Clause 502. (Hincol made only ) (ii) Medium porosity

8 Providing & laying bituminious base course 37.50 94.00 MT 2244.22

mm thick compacted in Single layer asphalt VG-30

grade at 1.99 % by weight of mix for mixing and

2.50 kg/10 smt VG-30 grade Asphalt for tack coat &

using B.T. chips of required gradation including

cleaning and heating asphalt, premix material by

drum mix process in proper gradation and laying

with paver finisher including rolling and

consolidation with 8-10 tonne vibratory roller and

providing all material equipment, tools, and plants,

fire wood, oil, kerosene labour charges etc.

complete using contractor's own machinaries, drum

mix plant and paver finisher etc. complete.

9 Providing & laying 25mm thick compacted Semi 66.00 MT 3057.27

Dense Bituminous concrete (SDBC) using crushed

stone aggregate as per MORT & H gradation and

bitumen VG-30 at the rate of 5.00% ( i.e. 50 Kg/MT)

by weight of total mix using hot mix hot laid

process including heating the asphalt and aggregate

by continuous batching mixing by drum mix plant

and transporting the mix and spreading the same by

paver finisher & consolidation with power road

roller including providing & laying uniform tack coat

including the cost and using all necessary

equipments tools, plants, including cost of all

materials firewood, oil, lubricants, labour charges

10 Providing and laying seal coat with B.T. 34.00 MT 3349.16

aggregate as specified using aggregate at the rate

of 0.18 Cu.mt./10 Sq. mt. and bitumen grade VG-

30 for mixing with aggregate at the rate of 4.50 %

i.e. 45.00 Kg. / M.T including heating & mixing in

hot / drum mix plant & transporting & sreading the

same by paver finisher & consolidation with

vibratory roller incl. necessary firewoood, oil,

lubricants, labour charges etc. using contractor's

own drum mix plant, machineries & equipment,

tools etc. complete in accordance with the

requirement of specification.

11 Providing and laying asphalt painting on B.T. 1243.00 Sqmt 34.65

surface with bitumen VG-30 at rate 5.00 Kg /

Sq.mt. of bitumen including spreading stone dust

for painting surface at rate of 0.03 cu.mt. /

12 Providing and fixing ordinary Kilometer stone of 2.00 Nos. 1293.39

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

reinforcement as per I.R.C. type design in C.C.

1:4:8 including letter and paints etc. complete (For

N.H., S.H. and M.D.R.)

13 Providing and fixing Hectometer stone as per I.R.C. 2.00 Nos. 356.50

type design including lettering and painting etc.

complete. (ii) Fixing in C.C. 1:5:10

14 Village name/ Bump Ahed sign :-Providing and 2.00 Nos. 5045.36

fixing sing boards made out of 2mm aluminium

sheet; size 90 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)

15 Direction sign (Junction board):-Providing and fixing 2.00 Nos. 14831.71

sing boards made out of 2mm aluminium sheet; size

120 x 90 cms. 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 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.

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 treatedwith 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

17 Road marking with hot applied thermoplastic paints 12.00 Sqmt 367.72

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising

glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding 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 patta lane/center line/ edge line/cut

patta. The white color marking should provide

liminance coefficinet on cemend road shalll be min

130 mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day

time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity

and skid resistance as mentioned in the section-15

of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

18 Supplying and fixing cat eye (Stimsonite) made out 8.00 Nos. 375.72

from Acrilo beautile sterine injuction high

compressed molding with reflector made of MMC

(prismatic type of size 12cm x 6cm x 2.5cm)

provided with bituminousadhesive 100g. with each

unit for fixing. (High Intensity grade)

19 Cautionary Warning Sign :-Providing and fixing sing 2.00 Nos. 3808.66

boards made 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 M.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 bestquality 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.(B)

Engineering Grade.

20 Supplying and fixing reinforced concrete heavy duty 15.00 Rmt 1968.38

nonpressure 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.(iii) 600mm dia.

21 Dismentaling the existing structure including 52.80 Cum. 932.65

removing and stacking the dismentelled materials

as and where directed. (B) R.C.C Work

22 Excavation in hard rock by dry-wet blasting and 181.40 Cum. 1681.07

chiselling including dewatering preparing

foundation base by proper benching and stepping

and disposing of the excavated stuff as directed.(B)

prohibited Blasting. Work

23 Providing and filling sand below RCC raft in layers 177.90 Cum. 552.22

including ramming and dewatering etc complete.

24 Providing and casting in situ Ordinary cement 28.20 Cum. 3780.29

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

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

25 Providing and Casting in situ controlled Cement 118.70 Cum. 4600.64

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

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

26 Providing and casting in situ controlled cement 40.60 Cum. 5439.82

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

complete. (more than 10 ton)

27 Providing and casting in situ controlled cement 18.30 Cum. 4956.84

concrete M-250 for Kerb/ kerb blocks including

formwork curing and finishing, complete (more than

28 Providing and casting in situ controlled cement 11.10 Cum. 5703.76

concrete M-40 for average 100 mm thick wearing

coat laid as directed dincluding tamping, vibrating,

finishing, curing and fillingin joints with bitumen

complete (more than 10 ton)

29 Providing and casting in situ ordinary cement 92.10 Cum. 4274.80

concrete 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 5.0. M

30 Providing and fixing in position IS mark steel bar 14.66 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.

31 Provding P.V.C. 100 mm diameter water spouts 12.00 Nos. 159.37

including necessary iron gratings as per drawings.

(more than 10 ton)

32 Providing and Laying weep hole in abutment and 41.00 Nos. 87.07

return by using A.C. pipes of 100 mm diameter with

laying in proper grade and jointing complete etc.as

per detailed specification.

33 Providing and filter media 600mm thick as directed 59.00 Sqmt 1279.96

at the back of abutment returns & wingwall as per

detailed specification.

34 Providing and fixing Guard stone as per I.R.C. type 20.00 Nos. 350.80

design including white washing etc. complete (II)

Fixing in C.C. 1:5:10

35 Wall painting (two coats) with plastic emulsion 66.40 Sqmt 81.38

paint of 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 under.

*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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division