Construction of Juna Dhanala to Nava Dhanala (Didiyali Lake Side) Road Km.0/0-2/450 (Non-Plan) Ta.Halvad , Dist.; Morbi (Under MMGSY-Normal-2025-)

Name of work :- Construction of Juna Dhanala to Nava Dhanala (Didiyali Lake Side) Road

Km.0/0-2/450 (Non-Plan) Ta.Halvad , Dist.; Morbi (Under MMGSY-Normal-2025-26)

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 1.18 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 4572.00 One 169.28

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

From borrow area with all lead and lift.

3 Box cutting the road surface to proper slope 812.00 One 156.34

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 Earthwork in cutting in all sorts of soil and 1350.00 One 181.57

soft Murrum including conveying and Cum

spreading the suff embankment as and

where directed within all lead from the end

of the cutting with all required lead and lift.

5 Providing & Laying of Granular Sub-Base 2051.00 One 1108.98

(G.S.B.)Grade-l C.B.R. not iess than 30% by Cum

providing close graded materials, consisting

of B.T. crushed stone aggregates 53 mm to

mm to below @ 40% combination, spreading

in uniform layers with motor grader on

prepared surface, mixing by mix in place

method with front end loader at OMC, and

compacting with vibratory roller to achieve

desired density, complete as per Clause

6 WBM Grading-1 844.00 One 1592.77

Providing, laying, spreading and Cum

compacting stone agg. Of 90mm to 45mm

size to water bound macadam (WBM Gr.I)

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

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

No. and reference to book of Specification)

7 WBM Grading-2 1464.00 One 1458.44

Providing, laying, spreading and Cum

compacting stone agg. Of 63mm to 45mm

size to water bound macadam (WBM Gr.II)

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

8 Rolling and Watering of earthwork in layers 4978.00 One 22.96

with vibratory roller including filling in Cum

depression which occur during the process

9 Providing and laying bitumenous grout 536.00 One 2347.47

37.50mm thick using Emulsion RS1 for tack MT

coat at the rate of 4.0kg/10sqm on on

Esisting WBM 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.

10 Providing, laying and rolling of 25mm thick 375.00 One 2976.23

open graded premix bituminous carpet with MT

B.T aggregates as specified and using

Emulsion RS1 for tack coat at the rate of

2.50kg/10sqm on B.T.Surface (As per IRC-

16) and using bitumen VG-30 for mixing

with aggregate at the rate of 3.36% i.e

33.60kg/MT. of total mix including heating

and mixing in drum mix plant, spreading the

same with paver finisher and consolidation

with vibratory roller including necessary

firewood, oil, lubricants, labour charges etc.

using 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)

11 Providing and laying seal coat using Bitumin 195.00 One 3219.57

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

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.

12 Excavation for foundation upto 1.5m depth 249.00 One 253.88

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Dense or hard soil.

13 Providing and casting in situ ordinary 287.90 One 3921.64

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

14 Providing and filling in foundation with 73.00 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

15 Providing and casting in situ Ordinary 55.30 One 4338.66

cement concrete- M-200 for average Various Cum

thickness wearing coat laid as directed

incuding. tamping, vibrating, finishing,

curring and filling in joints with bitumen

16 Construction of dry lean cement concrete 198.00 One 2626.00

Sub- base over a prepared sub-grade with Cum

coarse and fine aggregate conforming to IS:

383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not

to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, cement

content not to be less than 220 kg/ cum,

optimum moisture content to be determined

during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days,

mixed in a batching plant, transported to

site, laid with paver, compacting with 8-10

tonnes vibratory roller, finishing and curing

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

No. and reference to book of Specification)

17 Construction of CC M-25 un-reinforced, 381.00 One 5993.34

dowel jointed, plain cement concrete Cum

pavement over a prepared sub base with

grade cement @ 380 kg per cum, coarse and

fine aggregate conforming to IS

maximum size of coarse aggregate not

exceeding 25 mm, mixed in a batching and

mixing plant as per approved mix design,

transported to site, laid with a fixed form or

slip form paver, spread, compacted and

finished in a continuous operation including

provision of contraction, expansion,

construction and longitudinal joints, joint

filler, separation membrane, sealant primer,

joint sealant, debonding strip, dowel bar, tie

rod, admixtures such as hardner powder,

hardening compound & micro fibre

(polypropylene fibre) admixtures confirming

to IS SP:46 as approved. curina compound.

finishina to lines and levels.

18 Providing and laying in Position FE - 1.690 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.

19 Providing and Fixing in position FE- 2.020 One 73243.02

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.

20 Filling available excavated earth (excluding 249.00 One 136.92

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

21 Supplying and fixing reinforced concrete 75.00 One 3469.26

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.

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

No. and reference to book of Specification)

22 Supplying and fixing reinforced concrete 15.00 One 5560.01

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.

23 Removing all types of Hume pipes and 7.50 One 717.48

stacking within a lead of 1000m including Rmt.

earthwork and Dismantaling of Masonary

works as per technical Specification Clause.

202 All Diameter (above 600mm to 900mm.

And above 900mm)

24 Providing and fixing Precast cement concrete 10.00 One 356.50

Hectometer as per IRC type design incl. No

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

25 Providing and fixing Precast cement concrete 54.00 One 350.81

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

including white washing etc. complete.

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

26 Providing and fixing ordinary Kilometer 3.00 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)

27 Providing and fixing Indicator stone of 110.00 One 343.27

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

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

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

28 Providing and fixing Village name Boards 2.00 One 3437.60

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

29 Providing and fixing Flood guage post mark 4.00 One 2096.60

of 'C' angle size 100mm x 50mm x 5mm thick No

(in head wall 0.50mt. And 1.50mt. Out side

with painting and lettering with redeum

color as directed.)

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

No. and reference to book of Specification)

30 Informatory Signs :-Providing and fixing sing boards 1.00 One 3856.90

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)...

31 Regulatory/Mandatory signs :Providing and fixing 2.00 One 3439.81

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

60cms. diameter circle as per the design of IRC-67-

1977 pre treated with phospheting process & acid

eteching; 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm 75x75x6mm as required; painted with best

quality 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 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)...

32 Hazard Marker sign : 6.00 One 2423.74

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

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

No. and reference to book of Specification)

33 Direction sign (Junction board):-Providing and fixing 1.00 One 14831.71

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.

34 Cautionary Warning Sign : Providing and fixing sign 4.00 One 3808.66

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.

35 Providing and erecting logo cum informatory retro 1.00 One 6050.91

reflectorised board as per IRC-67 made of No

engineering grade sheeting as per specification fixed

over alluminium sheeting,2mm. thick as logo board

with vertical support of M.S. angle 35x35x5 mm and

lateral clearance of 100mm between logo &

informatory board and 2mm.thick M.S. plate

asinformation board with area exceeding 0.90 sqm.

fixed on frame of an angle 35x35x5 mm and

supported on a M.S. angle iron post 75mm x75mm x6

mm - 2Nos firmly fixed to the ground by means of

properly designed foundation with M 15 grade

cement concrete 45cm x45cm x60cm, below ground

level as per drawing, including paiting and

installation at site.

Rupees One Crore Fifty Three Lakh(s) Twenty Four Thousand Seven Hundred

Eight And Paise Twenty Two 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