Construction of Tramba To Dhandhiya Road (Ramapir Mandir to Dhandhiya) (NP) Km.0/000 to 2/500 Ta.Rajkot, Dist.; Rajkot (Package No.RAJ/MMGSY/SCSP/2025-26/21)

Name of work :- Construction of Tramba To Dhandhiya Road (Ramapir Mandir to Dhandhiya)

(NP) Km.0/000 to 2/500 Ta.Rajkot, Dist.; Rajkot (Package No.RAJ/MMGSY/SCSP/2025-26/21)

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 1.08 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 9205.20 One 177.33

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 1517.40 One 140.87

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

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

No. and reference to book of Specification)

4 Stabilized Base: Providing, Laying, 2449.00 One 1888.59

Spreading and Compacting borrow area soil Cum

of CBR >5% mixed with 30% crushed

aggregate/ GSB Grade 2 as per mix design.

to achive 30 CBR value.

Application: (1) Spread and grade loose soil

and aggregates with help of tractor operated

rotavator and ripper as per mix design to

achieve desired compacted thickness. (2)

Spread Cement 2% by weight of soil -

aggregates mix and mix homogenously with

tractor operated rotavator and ripper (3)

Apply 1 kg /cum organosilane

Nanotechnology and 1 kg/cum of nano

acrylic Co-Polymer mixed in OMC water

(<1000 ppm TDS) on loose soil-aggregate -

cement mix. Scarify the material with

rotavator. (4) Compact the stabilized layer

with 8 to 10 tonne vibratory roller to achieve

the desired density. (5) Waterproof the top of

the compacted stabilized base with

organosilane & nano acrylic Polymer in the

ratio of 1 kg organosilane :1 kg nano acrylic

Co-Polymer : 200 liter water (<1000 ppm

TDS) @ 3 Itrs/sqm in two spray applications

WBM + 1.5 ltrs.).Rates include all material,

Grading-1 1027.10 One 1570.65

Providing, laying, spreading and compacting Cum

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.

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

No. and reference to book of Specification)

6 WBM Grading-2 822.00 One 1452.07

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.

7 Providing, laying, spreading and compacting 1028.00 One 1161.19

graded stone aggegate to Wet Mix Macadam Cum

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 9883.30 One 23.41

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

9 Providing and appliying primer coat with 9910.40 One 64.94

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,

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

No. and reference to book of Specification)

10 Providing and laying bitumenous grout 716.00 One 2102.82

37.50mm thick using Emulsion RS1 for tack MT

coat at the rate of 2.50kg/10sqm on BT 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

11 Providing, laying and rolling 37.50mm thick 787.00 One 2686.80

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.

12 Providing and laying seal coat using Bitumin 261.00 One 2931.12

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.

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 215.60 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.

14 Excavation for foundation upto 1.5m depth 158.50 One 453.20

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

15 Excavation of foundation in hard murrum 355.40 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.

16 Excavation in large boulders and soft rock by 318.90 One 750.68

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

17 Excavation in hard rock by dry-wet blasting 135.90 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

18 Providing and fixing Mild steel dowel bar of 45.00 One 450.06

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.

19 Providing and casting in situ ordinary 576.60 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

20 Providing and filling in foundation with 123.30 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

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

No. and reference to book of Specification)

21 Providing parapet of ordinary cement 43.00 One 1078.36

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.

22 Providing and casting in situ Controlled 589.80 One 5173.92

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

23 Providing and casting in situ Contolled 24.40 One 5253.75

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.

24 Providing and casting in situ Controlled 95.30 One 5242.73

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

including centering, scaffolding, curing and

finishing complete.

25 Providing and casting in situ Contolled 52.80 One 5247.13

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.

26 Providing and casting in situ Contolled 18.70 One 5105.29

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

27 Providing and casting in situ Controlled 5.40 One 4820.44

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

blocks including formwork,curing and

finishing complete.

28 Providing and laying weep hole in 177.00 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

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

No. and reference to book of Specification)

29 Providing and laying filter media 600mm. 77.00 One 1298.37

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

30 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.

31 Providing and fixing in position Mild steel 18.00 One 399.69

dowel bars in pier cap or abutment caps for No

anchorage in free end as per detailed

drawings including cutting bending and

welding complete.

32 Providing and laying in Position FE - 7.740 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.

33 Providing and Fixing in position FE- 11.200 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.

34 Providing 12mm. Thick Pre-moulded asphalt 18.20 One 703.52

filler joints as per drawings Sqm

35 Providing G.I. 100mm. Diameter water 12.00 One 536.02

spouts including necessary iron gratings as No

36 Providing flood gauge marks on sub 4.80 One 174.98

structure as per design including painting Rmt.

37 Filling available excavated earth (excluding 337.20 One 137.47

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

38 Numbering the CD work with approved 2.00 One 58.80

paint including all materials for painting etc. No

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

No. and reference to book of Specification)

39 Supplying and fixing reinforced concrete 30.00 One 5560.00

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.

40 Dismantling the existing structure including 188.10 One 428.71

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

41 Dismantling the existing structure including 19.50 One 974.66

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

42 Dismantling G.I. Pipes G.S.W. Pipes and A.C 52.50 One 80.32

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

43 Providing temporary all weather and fair 90.00 One 1950.51

weather diversion suitable for traffic during Rmt.

the construction period of the bridge / Slab

drain including providing necessary drains

and all safety measures including red lamps

/ signals at night for traffic etc. complete..

44 Providing and fixing Precast cement concrete 10.00 One 356.49

Hectometer as per IRC type design incl. No

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

45 Providing and fixing Precast cement concrete 360.00 One 350.80

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

including white washing etc. complete.

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

46 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 ODR, VR)

47 Providing and fixing Indicator stone of 112.00 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)

48 Providing and fixing Road sign of M.S. plate 14.00 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.

49 Village/Bump Ahead sign. : Providing and fixing 7.00 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.

50 Hazard Marker sign : 8.00 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)

51 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)...

52 Citizen's information Board. Providing and fixing of 1.00 One 7393.20

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.

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

No. and reference to book of Specification)

53 Road Marking with Hot Applied paints with 550.00 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.

54 Cate eye / road stud/ RPM : Supplying 560.00 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.

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

No. and reference to book of Specification)

55 Providing and erecting a "W" metal crash 69.00 One 3723.46

barrier comprising of 3mm thick currugated Rmt.

sheet metal beam rail, 70cm above

Road/Ground level, fixed on ISMC series

channel vertical post, 150x75x5mm spaced

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

ground/road level, all steel parts and

fitments to be galavanized by hot dip

process, all fittings to conform to IS:1367 and

IS:1364 metal beam rail to be fixed on the

vertical post with a spacer of channel section

150x75x5mm, 330mm long complete as per

Rupees Two Crore Sixty Three Lakh(s) Seventy Nine Thousand Nine Hundred

Nine And Paise Eighty Eight Only

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.77074/- 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