Resurfacing of S.H. to Revaniya Dadali Road (ODR) Km.0/000 to 6/150 Ta.Vinchhiya, Dist.; Rajkot. (Package No.RAJ/MMGSY/2024-25/P.12)

Name of work :- Resurfacing of S.H. to Revaniya Dadali Road (ODR) Km.0/000 to 6/150

Ta.Vinchhiya, Dist.; Rajkot. (Package No.RAJ/MMGSY/2024-25/P.12)

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 1.73 One 28393.03

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 6467.00 One 150.38

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 489.00 One 104.04

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 WBM Grading-1 173.00 One 1344.20

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)

5 WBM Grading-2 139.90 One 1093.52

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.

6 Rolling and Watering of earthwork with 6740.80 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

7 Providing and laying bitumenous grout 1621.00 One 1996.06

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)

8 Providing, laying and rolling 37.50mm thick 1784.00 One 2695.18

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.

9 Providing and laying and rolling of 20mm 1050.00 One 3246.44

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 0.30cum/10sqm etc. complete in

accordance with the requirement of

10 Excavation for foundation upto 1.5m depth 254.60 One 241.79

including sorting out and stacking of useful Cum

materials and disposing of the excavated

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

11 Excavation for foundation upto 1.5m depth 169.60 One 412.00

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)

12 Excavation of foundation in hard murrum 275.90 One 582.21

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.

13 Excavation in large boulders and soft rock by 167.90 One 682.43

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

14 Excavation in hard rock by dry-wet blasting 83.20 One 1595.52

and chiseling including dewatering Cum

preparing foundation base by proper

benching and stepping and disposing of the

excavated stuff as directed (B) Blasting

15 Providing and fixing Mild steel dowel bar of 45.00 One 448.26

minimum 32mm dia. For anchoring by Rmt.

drilling holes in foundation strata including

necessary bending, hooking of dowel bars

and grouting the holes complete as per

detailed drawing and as directed.

16 Providing and casting in situ ordinary 444.40 One 3801.33

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

17 Providing and filling in foundation with 188.20 One 3228.29

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

18 Providing parapet of ordinary cement 37.00 One 1044.83

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.

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

No. and reference to book of Specification)

19 Construction of concrete road using tremix 219.00 One 5909.61

system with 20cm thick controlled M-200 Cum

concrete mixing conplast P-211 water

reduction admixure @ 100ml/bag of cement

and hardner 62.50ml. /bag using fixing and

removing "C" channels of required road

depth levelling if placed concrte with surface

vibrator, finishing the surface with power

floater and towel tight brooming as directed

with providing expantion joints 20x200mm

and contraction joints 20x20mm using

concrete cutter machine etc. complete.

20 Providing and casting in situ Controlled 357.80 One 4993.94

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

21 Providing and casting in situ Contolled 27.30 One 5072.87

Cement concrete M 20 mix for R.C.C. works Cum

in pier cap, abutment cap, and dirt wall

including controlled cement concrete M

bed block or pedestals for required size

below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and

finishing complete.

22 Providing and casting in situ Controlled 82.00 One 5066.93

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 47.30 One 5103.46

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 Contolled 16.60 One 4961.63

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

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

No. and reference to book of Specification)

25 Providing and casting in situ Controlled 4.70 One 4689.85

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

blocks including formwork,curing and

finishing complete.

26 Providing and laying weep hole in 59.00 One 82.56

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. 47.00 One 1180.33

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

28 Providing and fixing in position Mild steel 18.00 One 339.87

dowel bars in pier cap or abutment caps for No

anchorage in fixed end as per detailed

drawings including cutting bending and

welding complete.

29 Providing and fixing in position Mild steel 18.00 One 396.27

dowel bars in pier cap or abutment caps for No

anchorage in free end as per detailed

drawings including cutting bending and

welding complete.

30 Providing and laying in Position FE - 7.230 One 73217.52

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.

31 Providing and Fixing in position FE- 10.500 One 72601.86

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.

32 Providing 12mm. Thick Pre-moulded asphalt 19.00 One 702.12

filler joints as per drawings Sqm

33 Providing G.I. 100mm. Diameter water 12.00 One 536.02

spouts including necessary iron gratings as No

34 Providing flood gauge marks on sub 3.20 One 159.07

structure as per design including painting Rmt.

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

No. and reference to book of Specification)

35 Filling available excavated earth (excluding 784.00 One 130.39

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

36 Numbering the CD work with approved 2.00 One 58.80

paint including all materials for painting etc. No

37 Supplying and fixing reinforced concrete 52.50 One 3446.50

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.

38 Supplying and fixing reinforced concrete 52.50 One 5530.94

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.

39 Dismantling the existing structure including 221.00 One 389.73

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

40 Dismantling the existing structure including 210.50 One 886.05

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

41 Dismantling G.I. Pipes G.S.W. Pipes and A.C 157.50 One 73.02

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

42 Providing temporary all weather and fair 75.00 One 1438.24

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..

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

No. and reference to book of Specification)

43 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.

44 Providing and fixing Precast cement concrete 120.00 One 346.78

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

including white washing etc. complete.

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

45 Providing and fixing ordinary Kilometer 6.00 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)

46 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.

47 Providing and fixing Indicator stone of 276.00 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

48 Supplying and fixing Junction Boards of 2.00 One 5236.69

M.S. plates and angles as per I.R.C. design No

incl;. Fixing in C.C. 1:4:8 with necessary

excavation painting, figuring, lettering on

boards etc. complete.

49 Providing and fixing Village name Boards as 2.00 One 3437.59

per standard I.R.C. type design of steel plate No

incl. painting, lettering etc. complete with

fixing in C.C. 1:4:8 block with necessary

excavation etc. complete

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

No. and reference to book of Specification)

50 Village name Sign :-Providing and fixing sign boards 4.00 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

51 Informatory Signs :-Providing and fixing sing boards 1.00 One 3856.89

made out of 2mm aluminium sheet; size 80 x 60cms. No

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy coatings in

black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall

be as per the instruction ofengineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec.

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)

52 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

53 Sign board per Square Meter :-Providing and fixing 4.00 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

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

No. and reference to book of Specification)

54 Road Marking with Hot Applied paints with 1255.00 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.

55 Cate eye / road stud/ RPM : Supplying 72.00 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)

56 Providing and erecting a "W" metal beam 54.00 One 3710.53

crash barrier comprising of 3mm thick Rmt.

corrugated sheet metal beam rail, 70cm

above road/ground level, fixed on ISMC

series chanel vertical post, 150x75x5mm

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

below ground/road level, all steel parts and

fitments to be galvanised by hot dip process,

all fittings to confirm to IS: 1367 and IS

metal beam rail to be fixed on the vertical

post with a spacer of chanel section

150x75x5mm, 330mm long complete.

Rupees Two Crore Thirty One Lakh(s) Eighty Six Thousand Nine Hundred Eighty

And Paise Twenty 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.

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

No. and reference to book of Specification)

* 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.128848/- 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