Construction of Vadavali Approach road Jiliyavasna Vadavali Road (0/00 KM to 1/000 KM) Package No. MMGSY/SCSP/PTN/45/2025-2026.(2nd Try)

NAME OF WORK: 1) Construction Of Vadavli Approach Road Jiliyavasna Vadavli

Road (0/00 km to 1/000 Km); Ta- Chanasmsa; Dist- Patan.

BILL OF QUANTITIES/QUANTITY STATEMENT

It. Item Of Work Quantity Unit Rate Amount

1 Clearing and grubbing road land including 0.500 Hector 28455.09

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle

2 Earthwork for embankment including breaking 6628.500 Cu.mt. 165.43

clods, dressing with all lead and lift (excluding

watering and consolidation)(C) From Borrow area

within 1.0 Km.lead

3 Rolling & Watering Of earhwork in Layers With 6628.500 Cu.mt. 23.41

Vibratory Roller including filling in depressions

which occur during the process.

4 Providing hard side shoulder of 100 mm thick for 120.000 Cu.mt. 670.56

embankment using quarry spall with all lead and

lift and including watering and rolling and

consolidation of sub grade in layers at OMC to

required dry density including filling depression

which occur during the process using vibratory

roller of 80 KN to 100 KN (selected quarry spall

having CBR value not less than

5 Providing laying spreading and compacting 675.000 Cu.mt. 1345.32

150mm thick granular sub base (G.S.B.) with

specified material MC BT Metal of size 53 to

mm 35%, 26.5mm to 4.75 mm 45% and below

2.36 mm stone dust 20% mix (Grade-I) having

C.B.R. not less than 30 incl. mixing the material at

OMC at site and spreading in uniform layer base

and compacting with power roller to achieve the

desired density incl. all materials, labour and

machinery, lighting guarding, bracketing and

maintenance of diversion etc. complete as per

MORT & H clause 40 1.12.50

6 Provdining and laying W.B.M of B.T.M.C metal of 482.000 Cu.mt. 2159.38

size 45 mm to 90 mm size including 0.27 Cu.m.

stone screening & 0.08 Cu.M. stone dust as filler

including spreading, watering & consolidation by

vibratory roller 80KN to 100KN static weight.100

mm thick compected.

7 Provdining and laying W.B.M of B.T.M.C metal of 492.000 Cu.mt. 1944.36

size 45 mm to 63 mm size including 0.12 Cu.M.

Stone Screeing & 0.08 Cu.M. stone dust as filler

including spreading, watering & consolidation by

vibratory roller 80KN to 100KN static weight.

mm thick compected.

8 Providing and laying bituminous grout base course 240.000 M.T 2659.26

37.5 mm thick using asphalt VG-30 for tack coat at

the rate of 4 Kg./ 10 Sq.Mt. on WBM surface &

2.50 kg./10 Sq.mt on BT surface using B.T. stone

aggregates as per required gradation with the

asphalt of VG-30 grade at the rate of 1.99 % i.e.

19.90 Kg. /M.T. by weight by mix including heating

and mixing in drum mix plant, transporting the

mix spreading the same by paver finisher and

consolidation by vibratory roller including cost of

all materials, fuel labours, tools and plant etc.

using contractors own drum mix plant etc.

9 Providing and laying bitumen carpet 25mm thick 175.000 M.T 3289.04

compacted using 0.36 Cum, for 10 Sq.mt. of stone

chips 1.e. 0.66 Cum. aggregate per M.T. of mix

and asphalt and VG-30 Asphalt @ 2.50 Kg/10 Sq

mt for tack coat & VG-30 for mixing @ rate

Kg./M.T. of mix by hot mix, hot laid process

including heating the asphalt and aggregate by

continuous batching crum mix plant and

transporting the mixed material by tripper trucks

and spreading the same by paver finisher and

consolidation by vibratory roller of 80 to 100 KN

static weight with necessary equipment, oil,

kerosene, fire wood, labour charges etc. comp.

with Contractor's own machineries including cost

of asphalt and aggregate

10 Providing and laying bituminous seal coat using 117.000 M.T 3564.26

stone chips 6mm size 0.24 Cmt/10 Smt

.i.e.0.66Cmt aggregate with bitumen Grade VG-30

4.50 % of weight including heating asphalt and

aggregate by continous batching Drum mix plant

& transporting the mix material spreading the

same by paver finishers & consolidation with

vibratory roller 80/100 KN statics wt. incl

providing tools plants firewood oil,kerosene

labour charges etc. complete.

11 Providing and fixing Hectometer as per I.R.C. type 4.000 Nos. 116.08

design including painting, lettering etc.

complete.(i) Fixing in Earth

12 Providing and fixing ordinary Kilometer stone of 1.000 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. road V.R.)

13 Village name/ Bump Ahed sign:-Providing and 2.000 Nos. 5045.36

fixing sing boards made out of 2mm aluminum

sheet; size 90 x 60cms. rectangle as as per the

design of IRC-67-1977 pretreated with

phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorized 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

14 Regulatory/Mandatory signs :Providing and fixing 5.000 Nos. 3439.81

sing boards made out of 2mm aluminium sheet;

size 60cms. diameter circle as per the design of

IRC-67-1977 pre treated with phospheting process

& acid eteching; 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 75x75x6mm as required;

painted with best quality epoxy coatings in black

and white bends. the details of symbol 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

15 Chevron sign :-Providing and fixing sign boards 10.000 Nos. 3711.75

made out of 1.5mm aluminium sheet / 3mm ACP

(Aluminum composite Panel); size 60x50cm

rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two

coats of best quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.3 mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated

from suitable size iron angle of35x35x3mm;

painted with bestquality 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 blockof size 45 x

45 x 60 Cms. for each leg including excavation,

curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for

the product offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective

16 Project Information Board: Providing and fixing of 1.000 Nos. 10355.77

typical Project informatory sign boardwith Logo as

per 1700 of MORD specifications and drawing.

The board will be a composite unit consisting

ofThree Plates ACM (Aluminum Composite

Material), material specificaitons as per clause

17001.3. The topmost plate will be of 3mm ACM

in diamond shape of 600x600mm size, riveted

with MS angle iron frame of25mmx25mmx5mm

size on back on edges. The middle 4mm ACM

plate of will be 1200x150mm size rivetedwith MS

angle iron frame of 25mmx25mmx5mm size on

back on edges. The main 4mm ACM lower

mostplate will be 1500mmx600mm size, riveted

with MS angle iron frame of 25mmx25mmx5mm

size. Riveting ofall the sheets over angle and flat

iron frame will be done neatly to have plain

surface on one side. The angleiron frame of lower

most plate and flat iron frame of the middle plate

will be welded to two nos 75mmx75mm (12

SWG) sheet tubes posts placed at 1125mm apart

centre to centre. the top of the middle platewill

be flushed with the top of 75mm dia medium

steel tube posts and these posts will be embeded

in cementconcrete M15 grade block of

450x450x600mm below ground level. The height

of the bottom of the lowerplate will be 1200mm

17 Citizen’s information Board- Providing and fixing 2.000 Nos. 9982.78

of typical information board as per instruction.

Two MS plates of 1.6mm thick, of 900 mm x

750mm size fixed at top & bottom duly welded

with MS angles of 25 x 25 x 5 mm thick M.S plate

shall be welded by two vertical M.S flats & four

horizontal M.S flats 5 mm thick to 75 mm x 75 mm

of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x

600mm x 75mm, below ground level. Painting

New letters & figure of any shade with ready

mixed synthetic enamel paint of superior quality

in required shade and color, All sections of framed

posts and steel tube will be painted with primer

and two coats of epoxy paints as per drawing

Clause 1701 and

18 Direction sign (Junction board):-Providing and 2.000 Nos. 14831.71

fixing sing boards made out of 2mm aluminum

sheet; size 244 x 122cms. rectangle as per the

design of IRC-67-1977 pretreated with

phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorized with retro

reflective 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(VR)...

19 Hazard Marker Sign:-Providing and fixing sing 2.000 Nos. 2423.74

boards made out of 2mm aluminum sheet; size

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; reflectorized with retro reflective 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)...

20 Cat Eye / Road Stud / RPM: Supplying Raised 200.000 Nos. 217.40

Pavement Markers made of polycarbonate and

ABS molded body and reflective panels with Micro

prismatic lens (No Glass bead lens) capable of

providing total internal reflection of 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 130 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 the marker 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 the IRC 35-2015 and as

directed by Engineer-in-charge.

21 Road marking with hot applied thermoplastic 200.000 Sq.Mt. 367.72

paints with reflectorizing glass beads on bitumen

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorizing glass beads @ 250gms per sq. 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 luminance coefficient on cement

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

road shall be min 100 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.

22 Excavation for foundation upto 1.5 M. depth 380.000 Cu.M. 128.79

including sorting out and stacking of useful

materials and disposing of excavated stuff up to

50M. lead.(a) Loose or soft soil

23 Providing and laying cement concrete 1:4:8 (1 235.800 Cu.M. 2749.06

cement :4 Coarse sand :8 crushed stone

aggregate 40 mm. nominal size) and curing

complete including the cost of form work in (A)

Foundation and Plinth

24 Providing and casting in situ ordinary cement 1164.000 Cu.M. 3756.47

concrete M-150 mix and providing necessary pin

headers including shuttering, scaffolding, laying

vibrating curing and finishing complete without V

Grooves. (A) Height from 0.0 to 5.00 mt

25 Supplying and fixing reinforced concrete heavy 40.000 Rmt 3469.26

duty non pressure pipe with collars for culverts

carrying heavy traffic as per IS 458-1991

specification including setting and joining the

pipes in C.M. 1:2 watering and laying ( to level or

slope) of I.S.Class NP 3 of 900 mm diameters

26 Providing TMT Bar FE 500 D reinforcement for 11244.480 Kg 77.29

R.C.C. work including bending, binding and placing

in position complete upto floor two level

27 Finishing wall with weather proof exterior 28.000 Sq.M. 122.14

emulsion paint on wall surface (two coats) to give

an required shape even shade after thoroughly

brushing the surface to remove all dirt, and

28 Box cutting the road surface to proper slope and 360.000 Cu.Mt. 114.44

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed upto 50Mt.lead

29 Providing and casting in situ ordinary cement 277.500 Cu.Mt. 4967.86

concrete M-250 for average 150 mm thick RCC

road laid as directed including tamping ,vibrating,

finishing, curing and filling in joints with bitumen

complete with Compaction and finishing of

cement concrete road by trimix process providing

extra labour charges for the trimix vacum

dewatering service process on cement concrete

road surface by using vacum dewatering pump

floater surface vibrator including making groves

and rough finish to surface as per in including

levelling the complete

30 Supplying and fixing reinforced concrete heavy 15.000 Rmt 659.99

duty 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.(ii) 300mm

31 Providing And Laying weep hole in Abutment and 360.000 Each 151.10

returns By using PVC pipe of 100 mm dia Including

Laying in proper grade and jointing the Completed

as per Detiled Specification

32 Providing the diversion by proper means e.i. In 100.000 RMT 1373.60

proper grade, camber and approach etc. for easy

passing of trafic incl. Providing neccesary sign

board, making etc.and maintaining the same

during the period of work up to complition of

33 Excavation for foundation in hard murrum and 825.000 RMT 535.45

boulders and very stiff or stickky clays and other

similar strata including shorting and structing and

dewatering as necessary and dispossing of the

excavated stuff as directed.

34 Supplying and fixing reinforced concrete heavy 90.000 RMT 5560.01

duty non pressure pipe with collars for culverts

carrying heavy traffic as per IS 458-1991

specification including setting and joining the

pipes in C.M. 1:2 watering and laying ( to level or

slope) of I.S.Class NP 3 of 1200 mm diameters

35 Providing and Filling sand below R.C.C. raft in 152.000 Cmt 462.99

layers including ramming and watering etc.

36 Providing and laying rubble for appron including 63.000 Cmt 1000.78

packing & filling in the intersticesmwith quarry

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.

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Division Panchayat R & B Sub Division

Notes 1 - 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.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 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 there is a

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.