PACKAGE NO.MMGSY /OWR/PTN/26/ 2026-2027. TA: SARASVATI ,DIST: PATAN 1) RESURFACING OF PATAN SIHORI HIGHWAY TO KANSA VILLAGE ROAD , TA - SARASVATI, DIST- PATAN.

NAME OF WORK: 1) Resurfacing Of Patan Sihori Highway To Kansa Village Road , Ta -

Sarasvati, Dist- Patan.

BILL OF QUANTITIES / QUANTITY STATEMENT

It. Item Of Work Quantity Unit Rate Amount

1 Clearing and grubbing road land including 0.24 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 324.00 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 324.00 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 72.00 Cu.mt. 920.13

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 239.00 Cu.mt. 1898.36

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 895.00 Cu.mt. 1721.16

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 213.00 M.T 3359.94

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 bitumen carpet 25mm thick 300.00 M.T 4517.95

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.

9 Providing and laying bituminous seal coat using 163.00 M.T 5018.42

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.

10 Providing and fixing Hectometer as per I.R.C. type 5.00 Nos. 116.08

design including painting, lettering etc.

complete.(i) Fixing in Earth

11 Providing and fixing ordinary Kilometer stone of 1.00 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 3.00 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

13 Chevron sign :-Providing and fixing sign boards 4.00 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

14 Project / numerals

Information for each

Board: board shall

Providing be as of

and fixing 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

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

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

16 Direction as per

sign drawingboard):-Providing

(Junction Clause 1701 and and 3.00 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

17 Hazard Marker Sign:-Providing and fixing sing 4.00 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 252.00 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

19 Road marking with hot applied thermoplastic 378.00 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

20 Demolition including stacking of serviceable 3664.78 Sq.Mt. 1133.89

materilas and disposal of unserviceable materials

with all lead and lift. (i) C.C. work ( SOR 24-25

It.Code : 20002)

21 Box cutting the road surface to proper slope and 1080.00 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 (1 381.00 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 540.00 Cu.M. 4478.05

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 500D / 550 D reinforcement 21050.00 Kgs 93.94

for 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 164.00 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 419.00 Cu.M. 3723.54

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 30.00 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 900 mm diameters

28 Providing And Laying weep hole in Abutment and 60.00 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

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.