PACKAGE NO. MMGSY / OWR / PTN / 01 / 2026-2027. TA: PATAN ,DIST : PATAN 1) RESURFACING OF DER TO UNDHANI PURA ROAD , 2) RESURFACING OF KANI VISAL VASNA ROAD ,TA - PATAN, DISTPATAN.

NAME OF WORK: 1) Resurfacing Of Der To Undhani Pura Road , 2) Resurfacing

Of Kani Visal Vasna Road ,Ta - Patan, Dist- Patan.

BILL OF QUANTITIES / QUANTITY STATEMENT

It. Item Of Work Quantity Unit Rate Amount

1 Clearing and grubbing road land including 1.14 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 3072.00 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 3072.00 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 342.00 Cu.mt. 810.96

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 557.00 Cu.mt. 1712.43

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 1113.00 Cu.mt. 1556.35

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 864.00 M.T 3275.19

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

plant etc. complete.

8 Providing and laying bitumen carpet 25mm thick 578.00 M.T 4450.16

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 386.00 M.T 4947.91

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 13.00 Nos. 116.08

design including painting, lettering etc.

complete.(i) Fixing in Earth

11 Providing and fixing ordinary Kilometer stone of 2.00 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 7.00 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

Chevron signof engineer in charge.(A)

:-Providing and fixingEngineer

sign boards 10.00 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 Information Board: Providing and fixing of 2.00 Nos. 10334.60

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

15 Citizen’s information Board- Providing and fixing 2.00 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

16 Direction two coats of epoxy

(Junction paints as per and

board):-Providing 5.00 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 12.00 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 627.00 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

19 Road marking with hot applied thermoplastic 941.00 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 427.00 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 Scarifying graveled macadam or bitumen 3019.00 Sq.Mt. 43.58

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

22 Box cutting the road surface to proper slope and 340.00 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

23 "THRIE" : Metal Beam Crash Barrier: Providing and 196.00 Rmt 5024.75

erecting a "Thrie" metal beam crash barrier

comprising of 3 mm thick corrugated sheet metal

beam rail, 85 cm above road/ground level, fixed

on ISMC series channel vertical post, 150 x 75 x

mm spaced 2 m centre to centre, 2 m high with

1.15 m below ground level, all steel parts and

fitments to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a

space of channel section 150 x 75 x 5 mm,

mm long complete as per clause

24 Excavation for foundation upto 1.5 M. depth 304.00 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

25 Providing and laying cement concrete 1:4:8 (1 252.00 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

26 Providing & Casting in situ Ordinary Cement 430.00 0.00 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

joints with fillings of joints with asphalt filler as

per direction by engineer incharge & as per

specification. (RA)

27 Providing and casting in situ ordinary cement 390.00 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

28 Providing And Laying weep hole in Abutment and 445.00 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

29 Providing TMT Bar FE 500D reinforcement for 10638.40 Kgs 77.29

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

in position complete upto floor two level {SOR 24-

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.