PACKAGE NO.MMGSY /OWR/PTN/ 20/ 2026-2027. TA: SANTALPUR , DIST: PATAN 1) RESURFACING OF EVAL APPROCH ROAD , TA - SANTALPUR, DIST- PATAN

NAME OF WORK: 1) Resurfacing Of Eval Approch Road , Ta - Santalpur, Dist-

BILL OF QUANTITIES / QUANTITY STATEMENT

It. Item Of Work Quantity Unit Rate Amount

1 Clearing and grubbing road land including 1.36 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 1816.00 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 1816.00 Cu.mt. 23.41

Vibratory Roller including filling in depressions

which occur during the process.

4 Box cutting the road surface to proper slope and 1244.00 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

5 Provdining and laying W.B.M of B.T.M.C metal of 316.00 Cu.mt. 3462.09

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 566.00 Cu.mt. 3160.11

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 915.00 M.T 3854.10

course 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

8 Providing and laying bitumen carpet 25mm thick 620.00 M.T 4912.69

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

33.60 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

9 Providing and laying bituminous seal coat using 413.00 M.T 5371.55

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.

10 Providing and fixing Hectometer as per I.R.C. type 14.00 Nos. 116.08

design including painting, lettering etc.

complete.(i) Fixing in Earth

11 Providing and fixing ordinary Kilometer stone of 3.00 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 2.00 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 Regulatory/Mandatory signs :Providing and fixing 1.00 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 Grade(VR)...

14 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

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

15 Project Information Board: Providing and fixing of 1.00 Nos. 10333.17

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

16 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

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

17 Direction two (Junction

coats of epoxy paints as per and

board):-Providing 2.00 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

18 Hazard Marker Sign:-Providing and fixing sing 2.00 Nos. 2423.74

boards made out of 2mm aluminum sheet; size

90 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

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)...

19 Guniting concrete surface with cement mortar 709.50 Sq.Mt. 775.68

applied with compressor after cleaning surface

and spraying with epoxy complete as per

Technical specification. (Reference to MORT&H's

specification 2807)17.3 NH SOR

20 Cat Eye / Road Stud / RPM: Supplying Raised 748.00 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.

The height, width and length shall not exceed

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-

Road marking with hot applied thermoplastic 748.00 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

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.

22 Excavation for foundation upto 1.5 M. depth 406.00 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

23 Providing and laying cement concrete 1:4:8 (1 222.35 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 & Casting in situ Ordinary Cement 253.13 Cu.m 4527.89

Concrete 1:1.5:3 (1 cement : 1.5Coarse sand :

machine crushed stone aggregate 20mm nominal

size) for C.C. road including including tamping

,vibrating, finishing and curing complete.Finishing

the cement concrete road by trimix process

inclusive of labour charges for trimix vacuum

dewatering process on cement concrete road by

using vacuum dewatering pump, surface floater,

surface vibrator including channeling & making

grooves & rough finish to surface by providing

expansion joints, contraction joint & construction Cu.M.

25 Providing and casting in situ ordinary cement 474.00 3729.10

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

26 Providing And Laying weep hole in Abutment and 225.00 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

27 Providing TMT Bar FE 500D reinforcement for 1594.94 Kgs 77.29

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

placing in position complete upto floor two level.

28 Supplying and fixing reinforced concrete heavy 20.00 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 1200 mm diameters

29 Providing and fixing in position FE 500D TMT bar 5.03 MT 73243.02

reinforement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C.

Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch

slab.(D) Wearing Coat.

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

Radhanpur Patan

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.