Construction of Pransla Paradva Road (Non-Plan) Km.0/0 to 2/660 Ta.Upleta, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2024-25/P.28)

Name of work :- Construction of Pransla Paradva Road (Non-Plan) Km.0/0 to 2/660 Ta.Upleta,

Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2024-25/P.28)

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Earthwork for embankment including 4832.00 One 150.38

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

From borrow area with all lead and lift.

2 Box cutting the road surface to proper slope 1000.00 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.

3 Providing and laying granular sub-base 2591.00 One 824.51

Grade-I C.B.R. not less than 30% by Cum

providing close graded materials, consisting

of B.T. crushed stone aggregates 53 mm to

mm to below @ 30% coarse sand

combination and stone dust/grit spreading

in uniform layers with motor grader on

prepared surface, mixing by mix in place

method with rotovator at O.M.C. to required

dry density including filling the depressions

which occred during the process using

vibratory roller 8-T to 10-T complete as per

4 Providing and laying compacted W.B.M. 1187.00 One 1331.75

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 1350.00 One 1283.16

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 4832.00 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

7 Providing and laying 37.50 mm thick Built 698.00 One 2079.10

up spray grout in one layer using black MT

crushed stone aggregate as per gradation

and specification including using VG-30 for

tackcoat at the rate of 4.0Kg / 10 Sq.M. On

B.T Surface by mechanical sprayer and

bitumen grade VG-30 mixing at the rate of

19.90 Kg. / M.T. by weightof total mix ( i.e.

1.99 %) including heating and mixing the

aggregate and bitumen by continous

batching drum mix plant, transporting the

mix and spreading the same by paver

finisher and consolidation with vibratory

roller including the cost of all materials, fuel

labours, tools and plants using contractors

own drum mix plant and machinaries etc.

8 Providing, laying and rolling of 25 mm thick 489.00 One 2655.51

open graded premix bituminous carpet with MT

B.T. aggregate as specified and using

bitumen VG-30 for tack coat at the rate of

Kg/ 10 Sq.M. and using bitumen for mixing

at the rate of 3.36% i.e. 33.60 Kg/MT of total

mix including 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 hot mix

plant and equipments, tools etc. complete in

accordance with 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. 254.00 One 2975.20

aggregate as specified using aggregate at the MT

rate of 0.18cum/10sqm. And bitumen VG-30

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.

10 Excavation for foundation upto 1.5m depth 152.00 One 582.21

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

11 Excavation in large boulders and soft rock by 551.00 One 682.43

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

12 Excavation in hard rock by dry-wet blasting 534.00 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

13 Providing and casting in situ ordinary 1356.00 One 3801.26

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 282.00 One 3228.29

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 349.00 One 3974.18

cement concrete- M-200 for average 150mm Cum

thick wearing coat laid as directed incuding.

tamping, vibrating, finishing, curring and

filling in joints with bitumen complete.

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

No. and reference to book of Specification)

16 Providing and laying weep hole in 576.00 One 82.56

Abutment and returns by using A.C or C.I No

pipe of 100mm. Incl. fixing in proper grade

and jointing the complete as per detailed

17 Providing and laying in Position FE - 10.090 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.

18 Providing and Fixing in position FE- 3.810 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.

19 Supplying and fixing reinforced concrete 142.50 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.

20 Supplying and fixing reinforced concrete 15.00 One 649.92

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) 300mm Dia.

21 Dismantling the existing structure including 40.00 One 886.05

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

22 Providing and fixing Precast cement concrete 11.00 One 356.49

Hectometer as per IRC type design incl. No

painting, lettering etc. 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)

23 Providing and fixing Precast cement concrete 300.00 One 98.62

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

including white washing etc. complete.

Fixing in Earth

24 Providing and fixing ordinary Kilometer 3.00 One 515.40

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 VR, ODR)

25 Providing and fixing Indicator stone of 119.00 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 Earth

26 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.

27 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

28 Providing and fixing Road sign of M.S. plate 16.00 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.

29 Providing and Fixing Flood guage post 4.00 One 984.65

confirming to IRC 67-2001 using engineering No

grade retro reflective sheeting including

lettering and border as directed. For New

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

No. and reference to book of Specification)

30 Hazard Marker Sign :-Providing and fixing sign 12.00 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

31 Route marker sign :-Providing & fixing sign boards 18.00 One 3744.67

made out of 2mm aluminium sheet, size 60x45cms. No

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) Engineer

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

No. and reference to book of Specification)

32 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.

33 Road Marking with Hot Applied paints with 632.00 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.

34 Supplying and fixing cat eye (Stimsonite) 346.00 One 375.72

made out from Acrilo beautile sterine No

injuction high compressed molding with

reflector made of MMC (prismatic type of

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

bituminous adhesive 100g. with each unit for

fixing. (High Intensity grade)

Rupees Two Crore Eight Lakh(s) Ninety Five Thousand Three Hundred Seventy

Nine And Paise Sixty Eight 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.

NOTE: Amount Rs. 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