Construction of Kagvad Bypass Road (NP) Km.0/000 to 1/900 Ta.Jetpur, Dist.; Rajkot (Package No.RAJ/BUJ/2023-24/P01)

Name of work :- Construction of Kagvad Bypass Road (NP) Km.0/000 to 1/900 Ta.Jetpur, Dist.;

Rajkot (Package No.RAJ/BUJ/2023-24/P01)

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 4.80 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 36182.40 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 Earthwork in cutting in all sorts of soil and 2482.20 One 128.06

soft Murrum including conveying and Cum

spreading the suff embankment as and

where directed within 200 meters from the

end of the cutting with all required lead and

4 Granular Sub-base with Black trap crushed 4829.80 One 629.33

stone well Graded Material (Table.400.1) by Cum

Mix in place Method. Construction of

Granular Sub-base by Providing Black Trap

cruhsed stone well greded material,

spreading in uniform layers with motor

graded on prepared surfce, mixing by mix in

place method with rotavator at OMC, and

compacting with Vibratory roller to achieve

the desired density, complete as per

Technical Specification Clause-401. For

Grading-1 Materials.

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

No. and reference to book of Specification)

5 WBM Grading-1 288.00 One 1027.47

Providing, laying, spreading and Cum

compacting 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.

6 WBM Grading-2 313.10 One 835.47

Providing, laying, spreading and Cum

compacting 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 Providing, laying, spreading and 3809.50 One 665.48

compacting graded stone aggegate to Wet Cum

Mix Macadam specification including

premixing the material with water at OMC

in mechanical mix plant carriege of mixed

material by tipper to site, laying in uniform

layers with paver in sub-base/base course

on well prepared surface and compacting

with vibratory roller to achieve the desired

8 Rolling and Watering of earthwork with 36898.40 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

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

No. and reference to book of Specification)

9 Providing and appliying primer coat with 16388.00 One 65.80

bitumen emulsion SS1 on prepared surface Sqm

of granular Base including clearing of road

surface and spraying primer at the rate of

0.75kg/sqm using mechanical means,

10 Providing, laying and rolling 50mm thick 1950.00 One 2399.45

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.

11 Providing and laying S.D.B.C.using B.T. 1023.00 One 3138.37

stone chipping and aggregates at MT

0.66Cum/M.T. as per MORTH gradation,

asphalt grade VG 30 (60/70) for mixing at

the rate of 51.00 Kg/M.T. of total wt. of mix

i.e. (5.10% of total wt. of mix) including

heating the asphalt and aggregates by

continuous batching Drum mix plant &

spreading the same by paver finisher and

consolidation with 8-10 tonnes vibratory and

power roller and flushing of sand at the rate

of 0.30 Cum/10 Sqm. including providing all

materials, equipments tools and plants fire

wood oil, kerosene labour charges using

contractor's own machineries drum mix

plant and paver finisher.

12 Excavation for foundation upto 1.5m depth 999.20 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.

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

No. and reference to book of Specification)

13 Excavation for foundation upto 1.5m depth 720.30 One 412.00

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

14 Excavation of foundation in hard murrum 1552.40 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.

15 Excavation in large boulders and soft rock 457.80 One 682.43

by wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

16 Excavation in hard rock by dry-wet blasting 245.00 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

17 Providing and fixing Mild steel dowel bar of 75.00 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.

18 Providing and casting in situ ordinary 2335.00 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

19 Providing and filling in foundation with 515.80 One 3228.29

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

20 Providing and casting in situ Controlled 1624.20 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

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

No. and reference to book of Specification)

21 Providing and casting in situ Contolled 53.50 One 5072.87

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.

22 Providing and casting in situ Controlled 231.00 One 5066.93

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

including centering, scaffolding, curing and

finishing complete.

23 Providing and casting in situ Contolled 280.70 One 5103.46

cement concrete- M-200 for average Cum

75/150/200mm 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 36.50 One 4961.63

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

25 Providing and casting in situ Controlled 9.00 One 4689.85

cement concrete- M-200 mix for kerbs/Kerb Cum

blocks including formwork,curing and

finishing complete.

26 Providing and laying weep hole in 741.00 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. 124.60 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 30.00 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 30.00 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.

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

No. and reference to book of Specification)

30 Providing and laying in Position FE - 24.910 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- 25.840 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 39.60 One 702.12

asphalt filler joints as per drawings Sqm

33 Providing G.I. 100mm. Diameter water 20.00 One 536.02

spouts including necessary iron gratings as No

34 Providing flood gauge marks on sub 9.30 One 159.07

structure as per design including painting Rmt.

35 Filling available excavated earth (excluding 3299.40 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 175.00 One 3475.63

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 37.50 One 1971.41

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) 600mm Dia.

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

No. and reference to book of Specification)

39 Dismantling the existing structure including 23.00 One 389.73

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

40 Dismantling G.I. Pipes G.S.W. Pipes and A.C 15.00 One 73.02

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

41 Providing and fixing Precast cement 7.00 One 356.49

concrete Hectometer as per IRC type design No

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

42 Providing and fixing Precast cement 240.00 One 346.78

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

design including white washing etc.

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

43 Providing and fixing ordinary Kilometer 3.00 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 VR, ODR)

44 Providing and fixing Indicator stone of 85.00 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

45 Supplying and fixing Junction Boards of 4.00 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.

46 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

47 Providing and fixing Road sign of M.S. plate 8.00 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.

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

No. and reference to book of Specification)

48 Providing and fixing Flood guage post mark 2.00 One 1134.23

of 'C' angle size 100mm x 50mm x 6mm thick No

of length 2.00mt. Height fixed in head wall

0.500mt. And 1.50mt. Out side with painting

and lettering with redeum color as directed.

49 Village/Bump Ahead sing : Providing and fixing sign 8.00 One 5045.36

boards made out of 2mm Aluminium sheet size 90x60 No

cms. Rectangle 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

letter and numbers should be as per IRC:30-1968,

Mt. long (2 nos) stand post and frame fabricated from

suitable size iron angle of 50x50x5mm, painted with

best quality epoxy coating in black and white bends,

the details of symbole on inscription/ numerals for

each board shall be as per the instruction of the

Engineer in charge. The fixing at site shall be in C.C

1:2:4 block of size 45x45x60cms. for each leg including

excavation curring etc. complete under the

supervision of engineer in charge (A) Engineer Grade.

50 Hazard Marker Sign :-Providing and fixing sing 8.00 One 2423.73

boards made out of 2mm aluminium sheet; size 90 x No

30cms. rectangle as as per the design/drawing

attached (IRC) pretreated 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; 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 coatings The fixing at site shall be in

1:2:4 CC block of size 45x45x 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)

51 Cautionary Warning Sign : Providing and fixing sign 2.00 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.

52 Citizen's information Board. Providing and fixing of 1.00 One 7740.64

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.

53 Road Marking with Hot Applied paints with 478.00 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.

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

No. and reference to book of Specification)

54 Cate eye / road stud/ RPM : Supplying 457.00 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.

55 Providing and erecting a "W" metal beam 235.00 One 4938.09

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 Five Crore Twenty Five Lakh(s) Fifty Four Thousand Nine Hundred

Seventy Four And Paise Sixty Nine 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.61511/- 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