RESURFACING OF FANGLI TO M.D.R ROAD (CH.- 0/00 TO 5/840); TA- SANTALPUR ; DIST- PATAN.PACKAGE NO.MMGSY /OWR/PTN/ 19/ 2025-2026.

NAME OF WORK: 1) Resurfacing Of Fangli to M.D.R Road (Ch.- 0/00 To 5/840); Ta-

Santalpur ; Dist- Patan.

BILL OF QUANTITIES / QUANTITY STATEMENT

It. Item Of Work Quantity Unit Rate Amount

1 Clearing and grubbing road land including 2.34 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 9986.40 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 9986.40 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 438.00 Cu.mt. 1658.60

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 Provdining and laying W.B.M of B.T.M.C metal of 1073.00 Cu.mt. 3149.36

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.

6 Provdining and laying W.B.M of B.T.M.C metal of 1900.00 Cu.mt. 2713.70

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.

7 Providing and laying bituminous grout base course 1777.00 M.T 2819.42

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.

8 providing and laying 50.00 mm thick compacted 6897.00 M.T 3357.26

bituminous macadam using stone chips 0.66 Cum

per M.T. mix. As gradation and using tack coat for

2.50 kg/10smt on BT surface and mixing 34 Kg

M.T. (L.e. 3.40 % of mix ) including heating the

asphalt and aggregate by continuous batching

drum mix plant transporting mixed material and

spreading the same by paver finisher and

consolidation by vibretory roller of 80 KN to

KN static weight including the cost of labour oil

lubricants etc using contractor's own machineries

and plants (R.A.)

9 Providing and laying 25 mm thick Semi Dense 3278.00 M.T 3905.32

Bituminous Concrete with B.T. aggregate as per

M.O.R.T. & H. gradation, asphalt Grade: VG-30

(60/70) for mixing @ 50.00 KG. / M.T. i.e. 5.0% by

weight of total mix including heating and mixing

the aggregate and asphalt by continuous batching

of 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,

firewood, labour charges etc. complete using

10 Providing and fixing Hectometer as per I.R.C. type 23.00 Nos. 116.08

design including painting, lettering etc.

complete.(i) Fixing in Earth

11 Providing and fixing ordinary Kilometer stone of 6.00 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. road V.R.)

12 Village name/ Bump Ahed sign:-Providing and 5.00 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

13 Grade(VR)...(

Chevron sign :-Providing and fixing sign boards 8.00 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,

14 Project Information Board: Providing and fixing of 1.00 Nos. 10336.42

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

15 Citizen’s information Board- Providing and fixing 1.00 Nos. 9982.77

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

16 Direction sign (Junction board):-Providing and 4.00 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.

17 Hazard Marker Sign:-Providing and fixing sing 8.00 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)...

18 Cat Eye / Road Stud / RPM: Supplying Raised 2012.00 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

19 Road marking with hot applied thermoplastic 2132.00 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

20 Scarifying graveled macadam or bitumen 19950.00 Sq.Mt. 43.58

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

21 Box cutting the road surface to proper slope and 1102.00 Cu.M. 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

22 Providing and laying cement concrete 1:4:8 (1 469.50 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

23 Providing and casting in situ ordinary cement 854.00 Cu.M. 4527.89

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 complet

24 Providing TMT Bar FE 500 D reinforcement for 14658.23 Kg 77.29

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

in position complete upto floor two level

25 Excavation for foundation upto 1.5 M. depth 400.00 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

26 Providing and casting in situ ordinary cement 385.00 Cu.M. 3728.16

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

27 Supplying and fixing reinforced concrete heavy 15.00 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

28 Finishing wall with weather proof exterior 26.00 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

29 Providing And Laying weep hole in Abutment and 378.00 Each 90.83

returns By using PVC pipe of 100 mm dia Including

Laying in proper grade and jointing the Completed

as per Detiled Specification

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

Santalpur Patan

Notes 1 - The Contractor shall exhibit a board with detailed specification and details of work as directed by the

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.