Resurfacing of Padavala To Naranka (NP BT) Km.0/000 to 5/950 Ta.Kotda Sangani , Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.29)

Name of work :- Resurfacing of Padavala To Naranka (NP BT) Km.0/000 to 5/950 Ta.Kotda

Sangani , Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.29)

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 1.92 One 28455.09

incl.uprooting rank vegetation, grass, Hect.

bushes, 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

2 Earthwork for embankment including 3110.90 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 Box cutting the road surface to proper slope 92.00 One 114.44

and camber for making a base for road work Cum

including removing the excavated stuff and

depositing on the road side slopes as

directed upto all lead.

4 Scarifying graveled macadam or Bitumen 10284.40 One 43.58

macadam surface 6cm to 10cm depth Sqm

including stacking useful materials on road

side and disposing off remaining stuff.

5 WBM Grading-1 2114.00 One 1540.04

Providing, laying, spreading and compacting Cum

stone agg. Of 90mm 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-

1 as per Technical Specification Clasue.405

By menual means.

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

No. and reference to book of Specification)

6 WBM Grading-2 101.60 One 1423.49

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 menual means.

7 Rolling and Watering of earthwork with 3434.30 One 23.41

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

8 Providing and laying bitumenous grout 3173.00 One 2154.22

75mm thick using Emulsion RS1 for tack coat MT

at the rate of 4.00kg/10sqm on W.B.M. 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

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

No. and reference to book of Specification)

9 Providing, laying and rolling 50mm thick 2327.00 One 2701.44

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 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 sepcification.

10 Providing and laying and rolling of 20mm 974.00 One 3371.58

thick Compacted mix seal surface with B.T. MT

and aggregate as spedified using bitumen

Grade VG-30 for mixing with aggregate at

the rate of 5.10% i.e 51.00Kg/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 firewood, oil,

lubricants, labour charges using contractor's

own drum mix plant, machineries and

equipment, tools etc including flushing of

sand 0.27cum/10sqm etc. complete in

accordance with the requirement of

11 Excavation for foundation upto 1.5m depth 87.00 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.

12 Excavation for foundation upto 1.5m depth 57.00 One 453.20

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

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

No. and reference to book of Specification)

13 Excavation of foundation in Sand graval caly 217.40 One 535.45

soft soil and murrum etc. including shoring, Cum

struting dewatering as necessary and

disposing of the excavated stuff as directed.

Depth upto 3.00mt. With all lead.

14 Excavation of foundation in hard murrum 112.20 One 640.44

and boulders and very stiff or sticky clays Cum

and other similar strata including shorting

out and struting and dewatering as

necessary and disposing of the excavated

stuff as directed.

15 Providing and laying rubble for apron (Each 31.60 One 1101.22

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

16 Providing and filling in foundation with 42.40 One 3729.97

ordinary cement concrete M-150 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

17 Providing and casting in situ ordinary 132.00 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

18 Providing and filling in foundation with 15.00 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

19 Providing parapet of ordinary cement 28.20 One 1078.36

concrete M-200 as per detailed drawing with Rmt.

necessary reqinforcement including

shuttering laying vibrating and finishing to

line and level complete (ii) cast in situ.

20 Providing and casting in situ Controlled 134.10 One 5173.92

cement concrete M-200 for R.C.C. work in Cum

Piers, abutment, returns and riding returs as

per drawing including centering, shuttering,

scafolding where neccesary laying, vibrating

curing and finishing complete (A) For all

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

No. and reference to book of Specification)

21 Providing and casting in situ Controlled 54.20 One 4672.48

Cement Concrete M-250 for R.C.C. Raft and Cum

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

22 Providing and casting in situ Controlled 28.50 One 5242.73

cement concrete M 25 for R.C.C. Solid slab Cum

including centering, scaffolding, curing and

finishing complete.

23 Providing and casting in situ Contolled 100.00 One 5247.13

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.

24 Providing and casting in situ Controlled 1.80 One 4820.44

cement concrete- M-20 mix for kerbs/Kerb Cum

blocks including formwork,curing and

finishing complete.

25 Providing and casting in situ Contolled 15.80 One 5211.02

cement concrete- M-25 mix for Approach Cum

slab including formwork, curing and

finishing complete.

26 Providing and laying weep hole in 75.00 One 90.82

Abutment and returns by using A.C pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

27 Providing and laying filter media 600mm. 54.70 One 1298.37

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

28 Providing and laying in Position FE - 1.520 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) Walls etc.

29 Providing and Fixing in position FE- 7.880 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.

30 Providing 12mm. Thick Pre-moulded asphalt 3.70 One 703.52

filler joints as per drawings Sqm

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

No. and reference to book of Specification)

31 Providing G.I. 100mm. Diameter water 8.00 One 536.02

spouts including necessary iron gratings as No

32 Providing flood gauge marks on sub 6.00 One 174.98

structure as per design including painting Rmt.

33 Filling available excavated earth (excluding 177.70 One 137.47

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

34 Supplying and fixing reinforced concrete 22.50 One 5560.00

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) 1200mm Dia.

35 Dismantling the existing structure including 73.80 One 974.66

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

36 Dismantling C.I. Pipes G.S.W. Pipes and A.C 30.00 One 78.49

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

37 Providing temporary all weather and fair 50.00 One 1781.74

weather diversion suitable for traffic during Rmt.

the construction period of the bridge / Slab

drain including providing necessary drains

and all safety measures including red lamps

/ signals at night for traffic etc. complete..

38 Providing and fixing Precast cement concrete 24.00 One 356.49

Hectometer as per IRC type design incl. No

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

39 Providing and fixing Precast cement concrete 300.00 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.

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

No. and reference to book of Specification)

40 Providing and fixing ordinary Kilometer 5.00 One 1293.39

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, MDR,SH)

41 Providing and fixing 5th Kilometer stone of 1.00 One 1935.14

pre-cast C.C. 1:2:4 including necessary No

reinforcement as per I.R.C. type design in

C..C. 1:4:8 including painting lettering etc.

42 Providing and fixing Indicator stone of 268.00 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

43 Village name Sign :-Providing and fixing sign boards 10.00 One 6397.43

made out of 2mm aluminium sheet / 4mm ACP No

(Aluminum composite Panel); size 90x60 cms.

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;

3.3mtr 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 of 35 x 35 x

3mm; 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 manufacturer & a certified copy of

year outdoor exposure test report from third party test

lab for the product offered shall be submitted by

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

No. and reference to book of Specification)

44 Hazard Marker Sign :-Providing and fixing sign 14.00 One 3518.68

boards made out of 2.0 mm aluminium sheet / 4 mm No

ACP (Aluminum composite Panel); size 90x30 cms.

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;

1.8mtr 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 of 35 x 35 x

3mm; painted with bestquality 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 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 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. (B) Class-B Type-4 Retro

Reflective sheeting

45 Direction (Junction) Sign :-Providing and fixing sign 2.00 One 21287.50

boards made out of 2mm aluminium sheet / 4mm No

ACP (Aluminum composite Panel); size 244x122 cms.

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;

4.0mtr (2 Nos.) 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 of

50x50x5mm; painted with bestquality 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 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 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. (B) Class-B Type-4 Retro

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

No. and reference to book of Specification)

46 Sign board per Square Meter :-Providing and fixing 10.00 One 7894.01

sign boards made out of 2mm aluminium sheet / No

4mm ACP (Aluminum composite Panel); size 1 meter

x 1meter 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;

mtr long stand post (2 Nos.) of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

50x50x5mm; 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 manufacturer & a certified copy of

year outdoor exposure test report from third party test

lab for the product offered shall be submitted by

47 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.

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

No. and reference to book of Specification)

48 Road Marking with Hot Applied paints with 1214.00 One 367.72

reflectorising glass beads on bitumin surface Sqm

providing 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.

mcd/m2/lux and asphalt road shall be min

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 years.

49 Cate eye / road stud/ RPM : Supplying 90.00 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.

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

No. and reference to book of Specification)

50 Providing and erecting a "W" metal crash 10.00 One 3723.46

barrier comprising of 3mm thick currugated Rmt.

sheet metal beam rail, 70cm above

Road/Ground level, fixed on ISMC series

channel vertical post, 150x75x5mm spaced

2m center to center, 1.8m high, 1.1m below

ground/road level, all steel parts and

fitments to be galavanized 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 spacer of channel section

150x75x5mm, 330mm long complete as per

Rupees Two Crore Fifty Six Lakh(s) Forty Nine Thousand Eight Hundred Ninety

Nine And Paise Forty Six Only

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

( Should be written in figures and words ) of the estimated rate mentioned above. Amount of My

\ Our tender works put as under.

* 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.19601/- 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