Construction of Haripar to Kadvasan Narmada Canal Joining Road (NP) Km.0/000 to 1/350 Ta.Patdi, Dist.; Surendranagar. (2nd attempt)

Name of work :-Construction of Haripar to Kadvasan Narmada Canal Joining Road (NP)

Km.0/000 to 1/350 Ta.Patdi, Dist.; Surendranagar. (Under MMGSY-Khas Angbhut-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 0.40 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 7228.80 One 150.51

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 886.00 One 127.74

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 665.00 One 1609.63

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-2 1198.70 One 2072.11

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 8114.80 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

7 Providing, laying and rolling 37.50mm thick 412.00 One 3221.29

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 4.00kg/10sqm on WBM surface (As

per IRC-16) with mechanical sprayer and

bitumen grade VG-30 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.

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

No. and reference to book of Specification)

8 Providing and laying and rolling of 20mm 230.00 One 3727.50

Compacted mix seal surface with B.T. and MT

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 0.27cum/10sqm etc. complete in

accordance with the requirement of

9 Excavation for foundation upto 1.5m depth 64.00 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.

10 Excavation of foundation in hard murrum 213.50 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.

11 Excavation in large boulders and soft rock by 67.90 One 682.43

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

12 Providing and fixing Mild steel dowel bar of 15.00 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.

13 Providing and casting in situ ordinary 85.00 One 3799.60

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

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

No. and reference to book of Specification)

14 Providing and filling in foundation with 46.60 One 3226.63

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

15 Providing parapet of ordinary cement 13.00 One 1044.47

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.

16 Providing and casting in situ Controlled 184.50 One 4991.57

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

17 Providing and casting in situ Contolled 11.00 One 5070.49

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.

18 Providing and casting in situ Controlled 23.80 One 5064.90

cement concrete M 25 for R.C.C. Solid slab Cum

including centering, scaffolding, curing and

finishing complete.

19 Providing and casting in situ Contolled 18.40 One 5101.10

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.

20 Providing and casting in situ Contolled 12.90 One 4959.26

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

21 Providing and casting in situ Controlled 1.60 One 4687.70

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 and laying weep hole in 24.00 One 53.44

Abutment and returns by using A.C pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

23 Providing and laying filter media 600mm. 36.00 One 1180.33

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

24 Providing and laying 22.50 cm thick pitching 63.80 One 2127.76

on slope laid over prepared filter media Cum

including heavy rubble laid infront of toe of

embarkment complete as per drawing and

technical specifications.

25 Providing and fixing in position Mild steel 6.00 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.

26 Providing and fixing in position Mild steel 6.00 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.

27 Providing and laying in Position FE - 3.090 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.

28 Providing and Fixing in position FE- 4.200 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.

29 Providing and fixing post and pipe railing as 31.00 One 1202.39

per detailed drawing including 3 coats of Rmt.

painting to steel works complete.

30 Providing 12mm. Thick Pre-moulded asphalt 8.50 One 702.12

filler joints as per drawings Sqm

31 Providing PVC 100mm. Diameter water 4.00 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)

32 Providing flood gauge marks on sub 1.60 One 148.89

structure as per design including painting Rmt.

33 Filling available excavated earth (excluding 140.70 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.

34 Numbering the CD work with approved 2.00 One 58.80

paint including all materials for painting etc. No

35 Dismantling the existing structure including 61.30 One 389.73

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

36 Dismantling the existing structure including 11.90 One 886.05

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

37 Providing and fixing Precast cement concrete 5.00 One 356.49

Hectometer as per IRC type design incl. No

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

38 Providing and fixing Precast cement concrete 180.00 One 327.69

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

including white washing etc. complete.

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

39 Providing and fixing ordinary Kilometer 2.00 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)

40 Providing and fixing Indicator stone of 61.00 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

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

No. and reference to book of Specification)

41 Village/Bump Ahead sign. : Providing and fixing 1.00 One 5045.36

sign boards made out of 2mm Aluminium sheet size No

90x60 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.

42 Hazard Marker sign : 2.00 One 2423.73

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 Grade

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

No. and reference to book of Specification)

43 Direction sign (Junction board):-Providing and fixing 2.00 One 14831.70

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(VR)...

44 Sign Board per square Meter :-Providing and fixing 6.00 One 7615.37

sing boards made out of 2mm aluminium sheet; size 1 No

Meter x 1 Meter as as per the design given by

engineer in charge 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 may be fabricated either from suitable size

iron angle of 35 x 35x 3mm & 50 x 50 x 5mm & 75 x

x 6mm 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(VR)...

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

No. and reference to book of Specification)

45 Citizen's information Board. Providing and fixing of 1.00 One 7325.53

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.

46 Road Marking with Hot Applied paints with 30.00 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)

47 Cate eye / road stud/ RPM : Supplying 60.00 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.

Rupees One Crore Seventy Nine Thousand Seven Hundred Ninety Eight And

Paise Ninety One 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.7208/- 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

Patadi Surendranagar