Construction of Shantinagar (Rajavadla (Jas)) to Kundani Road (NP) Km.0/000 to 2/900 Ta.Jasdan, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2024-25/P.37)

Name of work :- Construction of Shantinagar (Rajavadla (Jas)) to Kundani Road (NP) Km.0/000

to 2/900 Ta.Jasdan, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2024-25/P.37)

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 0.66 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 10106.00 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.

3 Box cutting the road surface to proper slope 1055.40 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.

4 Earthwork in cutting in all sorts of soil and 1027.00 One 128.06

soft Murrum including conveying and Cum

spreading the suff embankment as and

where directed within 200meters from the

end of the cutting with all required lead and

5 Granular Sub-base with Black trap crushed 1470.00 One 787.90

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)

6 WBM Grading-1 (Manual Means) 1296.00 One 1226.34

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

7 WBM Grading-2 (Manual Means) 676.20 One 999.19

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

8 Providing, laying, spreading and compacting 497.00 One 838.40

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

9 Rolling and Watering of earthwork in layers 10445.00 One 22.48

with vibratory roller including filling in Cum

depression which occur during the process

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

No. and reference to book of Specification)

10 Providing and laying bitumenous grout 460.00 One 1986.46

37.50mm thick using Emulsion RS1 for tack MT

coat at the rate of 4.0kg/10sqm on on

Esisting WBM 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.

11 Providing, laying and rolling of 25mm thick 322.00 One 2531.66

open graded premix bituminous carpet with MT

B.T aggregates as specified and using

Emulsion RS1 for tack coat at the rate of

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

16) and using bitumen VG-30 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 Providing and laying seal coat using Bitumin 168.00 One 2849.71

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 539.80 One 241.79

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Dense or hard soil.

14 Excavation for foundation upto 1.5m depth 170.10 One 412.00

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

15 Providing and casting in situ ordinary 749.40 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

16 Providing and filling in foundation with 202.40 One 3228.29

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

17 Construction of dry lean cement concrete 392.00 One 2352.79

Sub- base over a prepared sub-grade with Cum

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 paver, 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)

18 Construction of C.C. M-30 grade un- 782.50 One 6504.40

reinforced, dowel jointed, plain cement Cum

concrete pavement over a prepared sub base

with 53 grade cement @ 400 kg per cum,

coarse and fine aggregate conforming to IS

383, maximum size of coarse aggregate not

exceeding 25 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 such as hardner powder as

approved, curing compound, finishing to

lines and grades as per drawing

19 Construction of concrete road using tremix 198.00 One 6015.35

system with 20cm thick controlled M-250 Cum

concrete mixing conplast P-211 water

reduction admixure @ 100ml/bag of cement

and hardner 62.50ml. /bag using fixing and

removing "C" channels of required road

depth levelling if placed concrte with surface

vibrator, finishing the surface with power

floater and towel tight brooming as directed

with providing expantion joints 20x200mm

and contraction joints 20x20mm using

concrete cutter machine etc. complete.

20 Providing and casting in situ Contolled 30.20 One 5103.46

cement concrete- M-200 for average 75/150 Cum

mm Various thickness wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

21 Providing and laying weep hole in 90.00 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

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

No. and reference to book of Specification)

22 Providing and laying in Position FE - 5.710 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.

23 Providing and Fixing in position FE- 4.480 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.

24 Filling available excavated earth (excluding 769.60 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.

25 Supplying and fixing reinforced concrete 90.00 One 3450.66

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.

26 Providing and fixing Precast cement concrete 12.00 One 356.49

Hectometer as per IRC type design incl. No

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

27 Providing and fixing Precast cement concrete 210.00 One 346.78

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

including white washing etc. complete.

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

28 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)

29 Providing and fixing Indicator stone of 130.00 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)

30 Supplying and fixing Junction Boards of 1.00 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.

31 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

32 Providing and fixing Road sign of M.S. plate 7.00 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.

33 Providing and fixing Flood guage post mark 4.00 One 1134.23

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

(in head wall 0.50mt. And 1.50mt. Out side

with painting and lettering with redeum

color as directed.)

34 Village/Bump Ahead sign. : Providing and fixing 6.00 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)

35 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.

36 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.

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

No. and reference to book of Specification)

37 Road Marking with Hot Applied paints with 609.00 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.

38 Cate eye / road stud/ RPM : Supplying 610.00 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 Two Crore Eight Lakh(s) Ninety Thousand Six Hundred Eighty And Paise

Thirty Six 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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division