Resurfacing of Arni Padvla Road (NP) 0/00 to 4/500 Ta.Upleta, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.02 )

Name of work :- Resurfacing of Arni Padvla Road (NP) 0/00 to 4/500 Ta.Upleta, Dist.; Rajkot

(Package No.RAJ/MMGSY/BUJ/2025-26/P.02 )

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Cleaning and grubbing road length 0.25 One 28455.09

including uprooting wild vegetation, grass Hect.

bushed, shrubs, saplings and trees girth up

to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable

materials and stacking of serviceable

materials to be used of ouctioned up to a

lead of 1000 Mt. including removal and

disposal of top ogranic soil not exceeding

150 mm in thickness (C) By mechanical

means in area of light jungle.

2 Earthwork for embankment including 1951.00 One 162.24

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

3 Box cutting the road surface to proper slope 45.00 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 Providing and laying compacted W.B.M. 86.00 One 1332.29

grade-1 100 mm thick of machine crushed Cum

B.T. metal of size 45 mm to 90 mm in

required layers with using 22% stone

screening 13.2 mm size and 7.00 % stone

dust as filler including spreading,watering

and consolidation by vibratory roller

5 Providing and laying compacted W.B.M. 150 84.00 One 1284.73

mm. thick in 2-layer each of 75mm thick Cum

grade-II of machine crushed B.T. metal of

size 45 to 63 mm. in required layers with

using 13 % stone screening 13.2 mm size

and 7.00 % stone dust as filler including

sprading ,watering, and consolidation by

vibratory roller etc.complete.

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

No. and reference to book of Specification)

6 Rolling and Watering of earthwork with 1951.00 One 23.41

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

7 Providing and ,laying 37.50 mm. bult up 1191.00 One 2145.06

spray grout in one layer black crushed MT

stone aggrgate as per gradation and

specification including using bitumen (VG-

30) for tackcoat at the rate of 2.5 Kg./10 S.M.

on BT . surface by mechanical sprayer and

bitumen VG-30 grade mixing at the rate of

19.90 kg. / M.T by weight of total mix (

i.e.1.99%) including heating and mixing the

aggregate and bitumen by continuous

batching drum mix plant, transporting the

mix and spreading the same by paver

finisher and consolidation with vibratory

roller including cost of all material , fuel,

labours, tools and plants using contractor`s

own drum mix plant and machinaries etc.

8 Providing, laying and rolling of 25 mm thick 810.00 One 2809.20

open graded premix bitumenous carpet with MT

B.T. aggregate as specified and using

bitumen (VG-30) for tackcoat at the rate of

2.5 Kg./10 S.M. on BT surface and using

bitumen (VG-30) for mixing with aggregate

at the rate of 3.36 % i.e. 33.60 Kg./ M.T. of

total mix including heating and mixing in

drum mix plant, spreading the same with

paver finisher and consolidation with

vibratory roller including necessary fire

wood, oil, lubricants, labor charges etc. using

contractor's own drum mix plant and

equipment, tools etc. completed in

accordance with the requirement of

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

No. and reference to book of Specification)

9 Providing and laying seal coat with B.T. 421.00 One 3130.58

aggregate as specified using aggregate at the MT

rate of 0.18 Cum/ 10 Sq.Mt. and bitumen

(VG-30) for mixing with aggregate at the rate

of 4.5 % i.e. 45.00 Kg./M.T. 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 fire wood, oil,

lubricants, labor charges using contractor's

own drum mix plant, machinaries and

equipment, tools etc. complete in accordance

with the requirement of specification

10 Excavation for foundation upto 1.5m depth 56.00 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.

11 Excavation for foundation upto 1.5m depth 50.50 One 453.20

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

12 Excavation of foundation in hard murrum 206.00 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.

13 Excavation in large boulders and soft rock 197.00 One 750.68

by 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 95.00 One 1755.07

and chiseling including dewatering Cum

preparing foundation base by proper

benching and stepping and disposing of the

excavated stuff as directed (B) Blasting

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

No. and reference to book of Specification)

15 Providing and fixing Mild steel dowel bar of 96.00 One 490.65

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 25.00 One 4774.32

Cement concrete M 200 mix for R.C.C. Cum

works in pier cap, abutment cap, and dirt

wall including controlled cement concrete M

250 bed block or pedestals for required size

below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and

finishing complete.

17 Providing and casting in situ ordinary 416.00 One 4306.02

cement concrete M-200 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

18 Providing and casting in situ ordinary 348.50 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

all Hieght.(More than 10 Ton)

19 Providing and filling in foundation with 121.00 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete. (More than 10 Ton)

20 Providing and casting in situ Orndinary 350.00 One 4104.78

cement concrete- M-200 for average Cum

75/150/100mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

21 Providing and casting in situ Ordinary 5.50 One 4316.23

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

blocks including formwork,curing and

finishing complete.

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

No. and reference to book of Specification)

22 Providing parapet of ordinary cement 43.00 One 1191.38

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.

23 Providing and casting in situ Controlled 95.00 One 5242.73

cement concrete M 250 for R.C.C. Solid slab Cum

including centering, scaffolding, curing and

finishing complete. (More than 10 Ton)

24 Providing and laying weep hole in 183.00 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

25 Providing and laying filter media 600mm. 67.00 One 1298.37

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.(More than 10 Ton)

26 Providing and fixing in position Mild steel 18.00 One 341.28

dowel bars in pier cap or abutment caps for No

anchorage in fixed end as per detailed

drawings including cutting bending and

welding complete.

27 Providing and fixing in position Mild steel 18.00 One 399.70

dowel bars in pier cap or abutment caps for No

anchorage in free end as per detailed

drawings including cutting bending and

welding complete.

28 Providing and laying in Position FE - 6.375 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- 8.700 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 PVC 100mm. Diameter water 12.00 One 159.36

spouts including necessary iron gratings as No

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

No. and reference to book of Specification)

31 Supplying and fixing reinforced concrete 45.00 One 3469.25

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.

32 Dismantling the existing structure including 113.00 One 974.66

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

33 Providing temporary diversion suitable for 100.00 One 271.69

traffic during the construction period of the Rmt.

bridge / CD work by levelling exisitgng

ground and supplying and spreading quarry

spall in layers etc. complete.

34 Providing and fixing Precast cement 18.00 One 356.49

concrete Hectometer as per IRC type design No

incl. painting, lettering etc. fixing in C.C.

35 Providing and fixing Precast cement 80.00 One 108.49

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

design including white washing etc.

complete. Fixing in Earth.

36 Providing and fixing ordinary Kilometer 5.00 One 704.34

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)

37 Providing and fixing Indicator stone of 202.00 One 343.26

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

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

complete Fixing in 1:5:10.

38 Supplying and fixing Junction Boards of 1.00 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.

39 Providing and fixing Village name Boards 1.00 One 3437.59

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

plate 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)

40 Providing and fixing Road sign of M.S. plate 12.00 One 3072.98

and angle iron incl. painting, lettering etc. No

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

necessary excavation etc. complete as per

IRC type design (i) Reflective Type.

41 Hazard Marker Sign:- Providing and fixing sign bords 4.00 One 3518.68

made out of 2mm aluminium Sheet size 90 X 30 cms No

rectangule as per the design/Drawing attached (IRC)

pretreted with phospheting process & acide 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. Specification;

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 coating the

foxing at site shall be in 1:2:4 C.C. block of size 45 X45

X 60cms. for each leg. including excavation curing etc.

complete under the supervision of engineer in charge

(B) high intensity Grade

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

No. and reference to book of Specification)

42 Routr marker sign/Chevron sign :-Providing & fixing 18.00 One 3744.67

sign boards made out of 2mm aluminium sheet, size No

60x45cms. rectangle plus 30x25cms additional plate as

per the attached drawing (IRC) 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 sheeting as per

latest M.O.S.T. Specifications ; 3.1m long stand post

and frame fabricated from iron angle of 35 x 35 x

3mm , 75x75x6mm as required, painted with best

quality epoxy coating in black and white bends The

details of 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 45x 60cms. for

each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A)

EngineerGrade(VR)...

43 Road marking with hot applied thermo plastic 1000.00 One 367.72

compound with reflectorising glass bend on Sqm

bituminous surface. providing and laying of hot

applied thermo plastic compound 2.5mm thick

including reflectorising glass bends @ 250gms. per

sq.mt area thickness of 2.5mm is exclusive of surface

apllied glass bends as per IRC-35. the finished surface

to be level, uniform and free from steaks and holes

44 supplying and fixing cat eye 530.00 One 375.72

(stimsonite)made out from acrilo beautile No

sterine injection high compressed molding

with reflector made of MMC(prismetic type

of size 12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each unit for

fixing (high intensity grade)

45 Type -A 'W' : Metal Beam Crash Barrier 60.00 One 3213.82

(Providing and erecting a "W" metal beam Rmt.

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm

above road/ ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm

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

below ground/ road level, all steel parts and

fitments to be galvanised by hot dip process,

all fittings to conform to IS:1367 and IS:

metal beam rail to be fixed on the vertical

post with a spacer of channel section 150 x

x 5 mm, 330 mm long complete as per clause

Rupees One Crore Fifty Four Lakh(s) Seventy Thousand One Hundred Ninety

Seven And Paise Sixty Five Only

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

No. and reference to book of Specification)

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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division