Suvidhapath

Name of work :- Construction Cement Concert Roads of Amreli District Package No.RPC-

2/AMR/Suvidhapath/SCSP/2025-26/P.31 Taluka and Dist.; Amreli

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 0.36 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 210.00 One 157.91

breaking clods, dressing with all lead and Cum

lift (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 2575.00 One 109.41

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 WBM Grading-2 1081.00 One 1288.86

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.

5 Rolling and Watering of earthwork with 210.00 One 22.95

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)

6 Dry Lean Cement Concrete Sub base 686.00 One 2769.72

(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

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.

7 Cement Concrete Pavement M-25 1372.00 One 6965.56

(Construction of un- reinforced, dowel Cum

jointed, plain cement concrete pavement

over a prepared sub base with 53 grade

cement @ 380kg 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.

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

No. and reference to book of Specification)

8 Supplying and fixing reinforced concrete 120.00 One 659.99

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) 300mm Dia.

9 Supplying and fixing Junction Boards of 2.00 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.

10 Providing and fixing Village name Boards 2.00 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

11 Citizen's information Board. Providing and fixing of 2.00 One 8460.77

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)

12 Providing and fixing suvidhapath logo board of two 2.00 One 6981.12

M.S.sheets of 3mm thick of 900mmx750mm size fixed No

at top & bottom duly rivetted with MS angles of

25x25x5mm thick M.S. angle shall be welded by two

vertical M.S. angle of 5mmthick to 75mmx75mm of

12SWG square tube sposts duly embedded in cement

concrete M-15 grade blocks of

450mmx450mmx600mm below ground level. The

letters & figure of any shade reflectorised with high

intensity prismatic grader etroreflective sheeting and

all sections off ramed posts and steel tube will be

painted with primer and two coats of epoxy paints

directed as per instruction of engineer in-charge

13 Road Marking with Hot Applied paints with 270.00 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)

14 Cate eye / road stud/ RPM : Supplying 333.00 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

kgs. tested in accordanace to ASTM D

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 Thirty Five Lakh(s) Fifteen Thousand Three Hundred Thirty

Nine And Paise Twenty One 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………………….………………

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

No. and reference to book of Specification)

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