PACKAGE NO.MMGSY /OWR/PTN/27/ 2026-2027. TA: SARASVATI , DIST: PATAN 1) RESURFACING OF VIDPUR LODHI ROAD, TA - SARASVATI, DIST- PATAN.

NAME OF WORK: 1) Resurfacing Of Vidpur Lodhi 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 uprooting 1.02 Hector 28455.09

rank vegetation grass bushes,shrubs,sapling and

trees girth up to 300 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 13160.00 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 13160.00 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 348.00 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

5 Provdining and laying W.B.M of B.T.M.C metal of 589.00 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 973.00 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. 75 mm

thick compected.

7 Providing and laying bituminous grout base course 1071.00 M.T 3350.86

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

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

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 731.00 M.T 4521.68

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

to 100 KN static weight with necessary equipment,

oil, kerosene, fire wood, labour charges etc. comp.

with Contractor's own machineries including cost of

9 Providing and laying bituminous seal coat using 403.00 M.T 5022.82

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 12.00 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 fixing 3.00 Nos. 5045.36

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

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

x 45 x 60cms. for each leg. Including excavation

curing etc. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)...(

13 Chevron sign :-Providing and fixing sign boards 16.00 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 Information

14 Project as per the instruction of engineer

Board: Providing andinfixing

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

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

16 as per drawing

Direction Clause

sign (Junction and

board):-Providing and fixing 2.00 Nos. 14831.71

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

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

17 Hazard Marker Sign:-Providing and fixing sing boards 6.00 Nos. 2423.74

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 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

18 Cat Eye / Road Stud / RPM: Supplying Raised 609.00 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 paints 609.00 Sq.Mt. 367.72

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

mcd/m2/lux during the service life during the day

time. The marking should meet the performance

20 Demolition including stacking of serviceable 209.00 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 Box cutting the road surface to proper slope and 110.00 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 63.75 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 170.00 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 500 / 550 D reinforcement for 5100.00 Kgs 94.99

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

position complete upto floor two level

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.