Resurfacing of Hariyasan Approach Road joining RaydiRadhel Road (VR) Km.0/000 to 2/510 Ta. Jamkandorana, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.40)

Name of work :- Resurfacing of Hariyasan Approach Road joining Raydi Radhel Road (VR)

Km.0/000 to 2/510 Ta. Jamkandorana, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-

BILL OF QUANTITIES

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

1 Clearing and grubbing of road land 0.63 One 28455.09

incl.uprooting rank vegetation, grass, bushes, Hect.

shurbs, saplings and trees girth upto 300mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials © By

mechanical means in area of Light jungle.

2 Earthwork for embankment including 977.40 One 165.42

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

Selected soil should be From borrow area

with all lead and lift and should have CBR

not less than 6.00%.

3 WBM Grading-2 65.40 One 1442.58

Providing, laying, spreading and compacting Cum

stone agg. Of 63mm to 45mm size to water

bound macadam specification including

spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-

100 KN in stage to proper grade and camber,

applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-2

as per Technical Specification Clasue.405 By

4 Rolling and Watering of earthwork with 1231.10 One 23.41

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

5 Providing, Laying and Rolling of Built up 5412.00 One 162.31

Spray grout in one layers Using Asphalt VG- Sqm

30 tack coat at the rate of 2.50Kg/10sqm on

BT surface (As per IRC-16) with spreading

stone aggregate at the rate of

0.50cum/10Sqm. And spraying bitumen at

the rate of 15kg/10sqm. For first layer and

spreading 0.13cum/10sqm. of key aggregate

on top accordanace with the requirement of

specification, incuding cost of stone

aggregate, bitumen, consolidation with roller,

necessary firewood, oil lubricats, labour

charges, machineries, tools etc. complete.

6 Providing and laying bitumenous grout 678.00 One 2106.55

37.50mm thick using bulk Emulsion RS1 for MT

tack coat at the rate of 2.50kg/10sqm on

Bitumin surfacer and using BT chips for

required gradation with the asphalt of grade

VG-30 at the rate of 1.99% i.e 19.90kg/MT by

weight of mix including heating and mixing

in drum mix plant , transporting the mix and

spreading the same by paver finisher and

consolidation as per MOST specification

including cost of all materials fuel, labours,

tools and plants etc. using contractor's own

drum mix plant etc. complete.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

7 Providing, laying and rolling 37.50mm thick 746.00 One 2720.13

compacted bitumenous Macadam (B.M.) in MT

one layer with B.T. aggregates as specified

and using Emulsion RS1 for tack coat at the

rate of 2.50kg/10sqm (As per IRC-16) and

using bitumen grade VG-30 for mixing with

agg. at the rate of 3.40% i.e 34.00kg/MT of

total mix including mixing in Drum mix

plant and spreading the same by paver

finisher and consolidation with vibratory

roller including necessary including cost of

hire charges, firewood, oil, lubricants, labour

charges, etc. by using constractor's own

Drum mix plant, machineries and

equipment, tools etc. complete in

accordanace with the requirement of

8 Providing and laying seal coat using asphalt 247.00 One 2983.64

visocity grade VG-30 with B.T. aggregate as MT

specified using aggregate at the rate of

0.18cum/10sqm. And bitumen for mixing

with aggregate at the rate of 4.5% i.e

45.00kg/MT of total mix including heating

and mixing in drum mix plant and spreading

the same by paver finisher and consolidation

with vibratory roller including necessary

using contractor's own drum mix plant,

machineries and equipment, tools etc.

complete in accordanace with the

requirement of specification.

9 Excavation for foundation upto 1.5m depth 174.50 One 265.97

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (B) Dense or hard soil.

10 Excavation for foundation upto 1.5m depth 116.10 One 453.20

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

11 Providing and casting in situ ordinary 297.10 One 3935.98

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

12 Providing and filling in foundation with 68.10 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing

13 Providing and casting in situ Contolled 119.10 One 4670.30

cement concrete- M-200 for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

14 Providing and laying in Position FE - 1.920 One 73858.69

500/500D TMT bar reinforcement including MT

cutting, bending, hooking and tying complete

as per detailed drawings for the following

(A) Piers (B) Abutments (C) Returns (D)

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

15 Providing and Fixing in position FE- 2.310 One 73243.01

500/500D TMT bar reinforcement including MT

cutting, bending, hooking, and tying

complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (B) RCC Solid Slab/

App. Slab / Wearing coat.

16 Supplying and fixing reinforced concrete 60.00 One 3498.72

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3 of

following internal diameter with all lead and

lift. (i) 900mm Dia.

17 Dismantling the existing structure including 63.00 One 428.71

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

18 Dismantling the existing structure including 117.50 One 974.66

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

19 Dismantling G.I. Pipes G.S.W. Pipes and A.C 15.00 One 80.32

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

20 Providing and fixing Precast cement concrete 10.00 One 356.49

Hectometer as per IRC type design incl. No

painting, lettering etc. fixing in C.C. 1:5:10.

21 Providing and fixing Precast cement concrete 120.00 One 350.80

Guard stone as per I.R.C. type design No

including white washing etc. complete.

Fixing in C.C.1:5:10.

22 Providing and fixing ordinary Kilometer 3.00 One 704.33

stone of pre-cast C.C. 1:2:4 including No

necessary reinforcement as per I.R.C. type

design in C..C. 1:4:8 including painting

lettering etc. complete. (For ODR, VR)

23 Providing and fixing Indicator stone of 113.00 One 102.84

approve stone as per I.R.C. type design in No

C.C. 1:4:8 including white washing etc.

complete Fixing in Earth

24 Providing and fixing Flood guage post mark 4.00 One 1147.36

of 'C' angle size 100mm x 50mm x 6mm thick No

(in head wall 0.500mt. And 1.50mt. Out side

with painting and lettering with redeum

color as directed.

25 Village/Bump Ahead sign. : Providing and fixing sign 3.00 One 5045.36

boards made out of 2mm Aluminium sheet size 90x60 No

cms. Rectangle as per the design of IRC-67-1977 pre

treated with phospheting process and acid etching

coated with one coat of apoxy primer and two coats of

best quality epoxy paint reflectorised with retro

reflective sheeting as per latest MOST specification

letter and numbers should be as per IRC:30-1968,

Mt. long (2 nos) stand post and frame fabricated from

suitable size iron angle of 50x50x5mm, painted with

best quality epoxy coating in black and white bends,

the details of symbole on inscription/ numerals for

each board shall be as per the instruction of the

Engineer in charge. The fixing at site shall be in C.C

1:2:4 block of size 45x45x60cms. for each leg including

excavation curring etc. complete under the supervision

of engineer in charge (A) Engineer Grade.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

26 Hazard Marker sign : 4.00 One 2423.73

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 90*30 cms. rectangle as per

design / Drawing attached (IRC). Pretreated with

phospheting process and acid etching : coated with one

coat of epoxy primer and two coats of best quality

epoxy paint: reflectorised with retro reflective sheeting

as per latest M.O.S.T specification: 3.1 M. long (2 nos)

stand post and frame fabricated from suitable size iron

angle of 35*35*3mm and 50*50*5mm : painted with

best quality epoxy coatings in black and white bends

the details of symbole 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*45*60 cms for each leg: including excvation

curing etc. comp.under the supervision of engineer-in-

charge.(B) Engineering Grade

27 Chevron sign :-Providing and fixing sign boards made 4.00 One 4681.35

out of 1.5mm aluminium sheet / 3mm ACP No

(Aluminum composite Panel); size 60x50 cm 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3 mtr long stand post

of 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of

50 x 50 x 5mm; 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 10 years for the Retro reflective

sheeting from originaa manufacturer & a certified copy

of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective

28 Direction sign (Junction board):-Providing and fixing 1.00 One 14831.70

sing boards made out of 2mm aluminium sheet; size No

244 x 122cms. rectangle as as per the design of IRC-67-

1977 pre treated with phospheting process & acid

etching; 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; 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. complete under the supervision of engineer

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

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

29 Cautionary Warning Sign : Providing and fixing sign 4.00 One 3808.65

boards made out of 2mm Aluminium sheet size No

90x90x90 cms. Equilateral treangle as per the design of

IRC-67-1977 pre treated with phospheting process and

acid etching coated with one coat of apoxy primer and

two coats of best quality epoxy paint reflectorised with

retro reflective sheeting as per latest MOST

specification 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35x35x3mm,

75x75x6mm. as required painted with best quality

epoxy coating in black and white bends the details of

symbole 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 45x45x60cms. for each leg including

excavation curring etc. complete under the supervision

of engineer in charge (A) Engineering Grade.

30 Citizen's information Board. Providing and fixing of 1.00 One 7393.20

typical MMGSY information board as per instruction. No

Two MS sheets of 3 mm thick, of 900 mm x 750mm

size fixed at top & bottom duly rivetted with MS

angles of 25 x 25 x 5 mm thick M.S angle shall be

welded by two vertical M.S angle of 5 mm thick to

mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of

600mm x 600mm x 750mm, below ground level. The

letters & figure of any shade reflectorised with High

Intensity Prismatic Grade Retro Reflective Sheeting of

Type-4 as per ASTM D-4956 and latest MORD

specifications; All sections of framed posts and steel

tube will be painted with primer and two coats of

epoxy paints as per drawing Clause 1701 and

Annexure 1700.1 (10.16). (A) Class-B High intensity

Grade Retro Reflective sheeting.

31 MMGSY "LOGO" Board : Providing and fixing of 1.00 One 4957.36

MMGSY LOGO informatory sign board with Logo as No

per section 1700 of MORD specifications and drawing.

The board will be a composite unit consisting of Two

Plates of ACM (Aluminum Composite Material),

material specifications as per clause 17001.3. The top

most plate will be of 3mm ACP in diamond shape of

600x600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The Lower

plate will be of 4mm ACP of 1100x300mm size riveted

with MS angle iron frame of 25mmx25mmx5mm size

on back on edges. Riveting of all the sheets over angle

and flat iron frame will be done neatly to have plain

surface on one side. The angle iron frame of Both the

plates will be welded to a 75mm x75mmx6mm Mild

steel post at Centre and this post will be embeded in

cement concrete M15 grade block of 450x450x600mm

below ground level. The height of the bottom of the

lower plate will be 1200mm from normal ground level.

The spacing between the diamond shaped plate and

Lower Plate is kept 150mm. MMGSY logo, letters and

numerals on the ACM should be made up of Retro

Reflective sheeting of Type-1 AEGP Class-A grade as

per the latest MORD section 1700 and IRC 67-2012

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

32 Road Marking with Hot Applied paints with 502.00 One 367.72

reflectorising glass beads on bitumin surface providing Sqm

and laying a hot applied thermoplasting compund

2.5mm thick including reflectorising glass beads @250

gm per sq.mtr area, thickness of 2.5mm is excluding of

surface applied glass beads as per IRC:35-2015 the

finished surface to be level, uniform and free from

streaks and holes, zebra patta/bump/centerline/edge

line/ cut patta. the while color marking should

provide liminance coefficient on cement road shall be

min. 130 mcd/m2/lux and asphalt road shall be min

100 mcd/m2/lux during the survice life during the

date the marking should meet the performanace

criteria for night time reflectivity, wet reflectivity and

skid resistance as mentioned in the section-15 of IRC

35-2015 warranty for retroreflectivity shall be two

33 Cate eye / road stud/ RPM : Supplying 40.00 One 326.23

Raised Pavement markers of polycarbonate No

and ABS moulded 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 accordanace to ASTM D 4280 type H and

complying to specification of category A of

MORTH circular No RW/NH/33023/10-97-

DO III Dt. 11-06-1997. the height, width and

length shall be exeed 20mm, 130mm and

130mm and with minimum reflective area of

13sqcm 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 colour of the marker should be as

per the IRC:35-2015 and as directed by

Engineer-in-charge.

Rupees Eighty Four Lakh(s) Forty Thousand Three Hundred Twenty Four And

Paise Thirty Seven Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

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.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills

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.

NOTE: Amount Rs.31249/- Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division