Road

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

1 Clearing and grubbing of road land incl.uprooting rank 0.17 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of

2 Box cutting the road surface to proper slope and camber for 835.00 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto

3 Water Bound Macadam Grading 2 (By Manual Means) 340.00 One 1467.83

Providing, laying, spreading and compacting stone aggregates Cum

of 63 to 45mm sizes to water bound macadam specification

including spreading in uniform thickness, hand packing,

rolling with smooth wheel roller 80-100 kN in stages to proper

grade and camber, applying and brooming, stone

screening/binding materials to fill-up the interstices of coarse

aggregate, watering and compacting to the required density .

4 Supplying and fixing reinforced concrete heavy duty 120.00 One 659.99

nonpressure pipes with collars for culverts carrying heavy Rmt.

traffic as per IS 458 - 1991 specifications including setting the

pipes in C.M. 1:2 watering and laying (to level or slopes) of I.S.

class NP3 of following internal dia. 300mm.

5 Dismantling the existing structure including removing and 322.00 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

6 Dry Lean Cement Concrete Sub base (Construction of dry lean 314.00 One 2572.26

cement concrete 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

days, mixed in a batching plant, transported to site, laid with a

fixed form paver or conventional method, compacting with 8-

10 tonnes vibratory roller, finishing and curing etc.) (As per

standard databook for roads & bridges - MORTH Specification

7 Cement Concrete Pavement M-25 (Construction of un- 506.00 One 6593.68

reinforced, dowel jointed, plain cement concrete pavement Cum

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 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 as approved, curing compound, finishing to lines

and grades as per drawing.) (As per standard databook for

roads & bridges - MORTH Specification Clause 601)

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

8 Providing and fixing pre-cast Rubber Dye / steel Dye inter 920.00 One 706.92

locking concrete block 60mm thick with grade of concrete M300 Sqm

pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-2018 etc.

9 Supplying and fixing Junction Boards of M.S. plates and 1.00 One 5236.69

angles as per I.R.C. design incl;. Fixing in C.C. 1:4:8 with No

necessary excavation painting, figuring, lettering on boards etc.

10 Providing and fixing Village name Boards as per standard 1.00 One 3437.59

I.R.C. type design of steel plate incl. painting, lettering etc. No

complete with fixing in C.C. 1:4:8 block with necessary

excavation etc. complete

11 Citizen's Information Board- Providing and fixing of typical 1.00 One 8460.77

MMGSY information board as per instruction. Two M.S. sheets No

of 3 mm thick of 900mm x 750mm size fixed at top & bottom

duly rivetted with MS angles of 25x25x5mm thick M.S. angle

shall be welded by two vertical M.S. angle of 5mm thick to

75mm x 75mm 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.

12 Road Marking with Hot Applied paints with reflectorising 111.00 One 367.72

glass beads on bitumin surface providing and laying a hot Sqm

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 100 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 and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

13 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 138.00 One 326.23

Shanks Raised Pavement Markers made of polycarbonate and No

ABS moulded body and reflective panels with micro rismatic

lens capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. the height, width

and length shall not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on each side and the

slope to the base shall be 35 +/-5 degree. The strength of

detachment of the integrated cylindrical shanks, (of diameter

not less than 19 +/- 2 mm and height not less than 30+/-2 mm)

from the body is to be a minimum value of 500 Kgf. Fixing will

be by drilling holes on the road for the shanks to go inside,

without nails and using epoxy resin based adhesive as per

manufacturers recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-

14 Providing and fixing suvidhapath logo board of two M.S. 1.00 One 6981.12

sheets of 3mm thick of 900mm * 750mm size fixed at top & No

bottom duly rivetted with MS angles of 25 * 25 * 5mm thick

M.S. angle shall be welded by two vertical M.S. angle of 5mm

thick to 75mm * 75mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of 450mm *

450mmx 600mm below ground level. The letters & figure of

any shade reflectorised with high intensity prismatic grade

retro reflective sheeting and all sections of framed posts and

steel tube will be painted with primer and two coats of epoxy

paints directed as per instruction of engineer in-charge.

Fifty Eight Lakh Seventy Eight Thousand Four Hundred Thirty Nine Rupees And Thirty Seven Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ below 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

NOTE: Amount Rs 33488 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

Junagadh-2 Junagadh