Resurfacing of MDR to Khatali Approach Road (NPBT) Km.0/000 to 2/100 Ta.Jamkandorana , Dist.; Rajkot(Packagee No. RAJ/MMGSY/BUJ/2025-26/P49)

Name of work :- Resurfacing of MDR to Khatali Approach Road (NPBT) Km.0/000 to 2/100

Ta.Jamkandorana , Dist.; Rajkot(Packagee No. RAJ/MMGSY/BUJ/2025-26/P.49)

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 0.51 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 2171.10 One 170.01

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 Box cutting the road surface to proper slope 780.60 One 114.44

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 Scarifying graveled macadam or Bitumen 1779.80 One 43.58

macadam surface 6cm to 10cm depth Sqm

including stacking useful materials on road

side and disposing off remaining stuff.

5 WBM Grading-2 448.30 One 1282.29

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.

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

No. and reference to book of Specification)

6 Providing, laying, spreading and compacting 889.90 One 1002.02

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

7 Rolling and Watering of earthwork with 2458.20 One 23.41

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

8 Providing and appliying primer coat with 5932.50 One 38.58

bitumen emulsion SS1 on prepared surface Sqm

of granular Base including clearing of road

surface and spraying primer at the rate of

0.70 to 1kg/sqm using mechanical means,

9 Providing and laying bitumenous grout 453.00 One 2042.42

37.50mm thick using bulk Emulsion RS1 for MT

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

Bitumin surfacer 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.

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

No. and reference to book of Specification)

10 Providing and laying and rolling of 20mm 279.00 One 3179.27

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

11 Providing, laying and rolling of 25mm thick 317.00 One 2641.85

open graded premix bituminous carpet with MT

B.T aggregates as specified and using bulk

Emulsion RS1 for tack coat at the rate of

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

16) and using bitumen 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

12 Excavation for foundation upto 1.5m depth 139.80 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.

13 Excavation for foundation upto 1.5m depth 111.90 One 453.20

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

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

No. and reference to book of Specification)

14 Excavation of foundation in Sand graval caly 450.50 One 535.45

soft soil and murrum etc. including shoring, Cum

struting dewatering as necessary and

disposing of the excavated stuff as directed.

Depth upto 3.00mt.

15 Excavation of foundation in hard murrum 507.50 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 395.70 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 71.60 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 30.00 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 laying rubble for apron (Each 75.90 One 1101.22

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

20 Providing and filling in foundation with 111.10 One 3729.97

ordinary cement concrete M-150 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

21 Providing and casting in situ ordinary 510.30 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

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

No. and reference to book of Specification)

22 Providing and filling in foundation with 99.10 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

23 Providing parapet of ordinary cement 60.50 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.

24 Dry Lean Cement Concrete Sub base 247.00 One 2442.98

(Construction of dry lean cement concrete Cum

Sub- base over a prepared sub-grade with

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 a paver with electronic sensor,

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)

25 Cement Concrete Pavement M-25 494.00 One 6406.22

(Construction of un- reinforced, dowel Cum

jointed, plain cement concrete pavement

over a prepared sub base with 53 grade

cement @ 380 kg per cum, coarse and fine

aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding

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 as approved,curing compund

finishing the lines and grade as per drwaing.

26 Providing and casting in situ Controlled 815.50 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

27 Providing and casting in situ Controlled 100.80 One 4672.48

Cement Concrete M-250 for R.C.C. Raft and Cum

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

28 Providing and casting in situ Contolled 17.00 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.

29 Providing and casting in situ Controlled 89.30 One 5242.73

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

including centering, scaffolding, curing and

finishing complete.

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

No. and reference to book of Specification)

30 Providing and casting in situ Contolled 51.10 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.

31 Providing and casting in situ Contolled 17.90 One 5105.29

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

32 Providing and casting in situ Controlled 5.80 One 4820.44

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

blocks including formwork,curing and

finishing complete.

33 Providing and casting in situ Contolled 15.80 One 5211.02

cement concrete- M-25 mix for Approach Cum

slab including formwork, curing and

finishing complete.

34 Providing and laying weep hole in 264.00 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

35 Providing and laying filter media 600mm. 113.70 One 1298.37

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

36 Providing and fixing in position Mild steel 12.00 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.

37 Providing and fixing in position Mild steel 12.00 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.

38 Providing and laying in Position FE - 7.650 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.

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

No. and reference to book of Specification)

39 Providing and Fixing in position FE- 21.290 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.

40 Providing 12mm. Thick Pre-moulded asphalt 16.90 One 703.52

filler joints as per drawings Sqm

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

spouts including necessary iron gratings as No

42 Providing flood gauge marks on sub 9.00 One 174.98

structure as per design including painting Rmt.

43 Filling available excavated earth (excluding 274.90 One 171.48

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

44 Dismantling the existing structure including 85.30 One 428.71

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

45 Dismantling the existing structure including 604.20 One 974.66

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

46 Dismantling G.I. Pipes G.S.W. Pipes and A.C 15.00 One 80.32

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

47 Providing temporary all weather and fair 153.00 One 1616.00

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..

48 Providing and fixing Precast cement concrete 8.00 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)

49 Providing and fixing Precast cement concrete 240.00 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.

50 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)

51 Providing and fixing Indicator stone of 94.00 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

52 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.

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

No. and reference to book of Specification)

53 Hazard Marker sign : 4.00 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

54 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)...

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

No. and reference to book of Specification)

55 Chevron sign :-Providing and fixing sign boards made 8.00 One 4681.35

out of 1.5mm aluminium sheet / 3mm ACP No

(Aluminum composite Panel); size 60x50 cm 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3 mtr long stand post

of 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of

50 x 50 x 5mm; painted with bestquality 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 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 10 years for the Retro reflective

sheeting from originaa 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. (A) Class-C Type-11 Retro

Reflective sheeting

56 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)

57 MMGSY "LOGO" Board: Providing and fixing of MMSY LOGO 1.00 One 4957.36

informatory sign board with Logo as per section 1700 of MORD

specifications and drawing. The board will be a composite unit No

consisting of Two Plates of ACM (Aluminum Composite Material),

material specifications as per clause 17001.3. The top most plate

will be of 3mm ACP in diamond shape of 600x600mm size, riveted

with MS angle iron frame of 25mmx25mmx5mm size on back on

edges. The Lower plate will be of 4mm ACP of 1100x300mm size

riveted with MS angle iron frame of 25mmx25mmx5mm size on

back on edges. Riveting of all the sheets over angle and flat iron

frame will be done neatly to have plain surface on one side. The

angle iron frame of Both the plates will be welded to a 75mm

x75mmx6mm Mild steel post at Centre and this post will be

embeded in cement concrete M15 grade block of 450x450x600mm

below ground level. The height of the bottom of the lower plate

will be 1200mm from normal ground level. The spacing between

the diamond shaped plate and Lower Plate is kept 150mm.

MMGSY logo, letters and numerals on the ACM should be made

up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as

per the latest MORD section 1700 and IRC 67-2012 specifications.

Al the section of the frame and posts shall be painted with primer

and two coats of epoxy paint. The design, painting and lettering

shall be done as per the MMGSY Logo sign Design and as directed

by Engineer in-charge. A warranty for 5 years for the Retro

58 Road Marking with Hot Applied paints with 725.00 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)

59 Cate eye / road stud/ RPM : Supplying 313.00 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.

60 Providing and erecting a "W" metal crash 105.00 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 Twenty Six Lakh(s) Sixty Seven Thousand Twenty And Paise

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.

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

No. and reference to book of Specification)

* 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. 143991/-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