Construction of Suvidhapath C.C. Road at Sarvad Village on Sarvad to Derala Road Tal. Maliya Dist. Morbi (Under Suvidhapath (Normal) Yojna Year 2024-25)(2nd Attempt)

Name of Work :- Construction of Suvidhapath C.C. Road at Sarvad Village on Sarvad to Derala

Road Tal. Maliya Dist. Morbi (Under Suvidhapath (Normal) Yojna Year 2024-25)

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but In Figure In Words. according to

No. may be more or Rs. Ps estimated

less. quantieis.

1 1793.00 Cum Box cutting the road surface to proper 151.14 Rupees One

slope and camber for making a base One Hundred Cubic

for road work including removing the Fifty One and metre

excavated stuff and depositing on the Paise Fourteen

road side slope as directed upto all only

2 3634.00 Sqm Preparation and Consolidation of sub 4.76 Rupees One

grade with power road roller of 8 to 12 Four and Squere

tonne capacity after box cutting of Paise Seventy metre

existing embankment, dressing to Six only

camber and consolidating with road

roller including making good the

undulations etc. and re-rolling the sub

3 727.00 Cum WBM Grading 1 1518.39 Rupees One One

Providing, laying, spreading and Thousand Five Cubic

compacting stone aggregates of 90 to Hundred metre

45 mm sizes to Water Bound Eighteen and

Macadam (W.B.M. Gr-I) specification Paise Thirty

including spreading in uniform Nine only

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 grading I as per

Technical Specification Clause

By Manual Means

4 370.00 Cum Providing and filling in foundation with 3245.57 Rupees One

ordinary cement concrete M – 100 mix Three Cubic

and providing necessary vertical pin Thousand Two metre

headers including form work, Hundred

vibrating, ramming and curing Fourty Five

complete and Paise Fifty

5 644.00 Cum Construction of un-reinforced, dowel 5916.58 Rupees Five One

jointed, plain cement concrete Thousand Nine Cubic

pavement over a prepared sub base Hundred metre

with concrete grade M25, coarse and Sixteen and

fine aggregate conforming to IS 383, Paise Fifty

maximum size of coarse aggregate Seven only

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, hardner

powder as approved, curing, finishing

to lines and grades as per drawing.

6 262.00 Sqm Providing and fixing pre-cast Rubber 686.91 Rupees Six One

Dye / steel Dye inter locking concrete Hundred Eighty Squere

block 60mm thick with grade of Six and Paise metre

concrete M-300 pnumatic compressed Ninty One only

/ vibrated mechanically and as per

approved design Confirming to IS

15658 : 2006 including 35 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.

7 30.00 Rm Supplying and fixing reinforced 649.93 Rupees Six One

concrete heavy duty non-pressure Hundred Running

pipes with collars for culverts carrying Fourty Nine metre

heavy traffic as per IS 458-1991 and Paise

specifications including setting the Ninty Three

pipes in C.M. 1:2 watering and laying only

(to level or slopes) of class NP3 of

following internal daimeters.(i)

300mm dia. with all lead and lift

8 1.00 No Providing and fixing Village Name 3437.60 Rupees One

board as per Standard IRC type Three Number

design of steel plate including Thousand Four

painting,lettering etc. complete with Hundred Thirty

fixing in C.C. 1:4:8 block with Seven and

necessary excavation Paise Sixty

9 2.00 No Providing and erecting Suvidhapath 5946.88 Rupees Five One

logo cum informatory retro Thousand Nine Number

reflectorised board as per IRC-67 Hundred

made of engineering grade sheeting Fourty Six and

as per specification fixed over Paise Eighty

alluminium sheeting,2mm. thick as Eight only

logo board with vertical support of

M.S. angle 35x35x5 mm and lateral

clearance of 100mm between logo &

informatory board and 2mm.thick

M.S. plate as information board with

area exceeding 0.90 sqm. fixed on

frame of an angle 35x35x5 mm and

supported on a M.S. angle iron post

75mm x75mm x6 mm - 2Nos firmly

fixed to the ground by means of

properly designed foundation with M

15 grade cement concrete 45cm

x45cm x60cm, below ground level as

per drawing, including paiting and

installation at site

10 136.00 Sqm Road marking with hot applied 367.73 Rupees One

thermoplastic paints (Yellow Colour No. Three Hundred Squere

356 on C.C. Road & White Colour on Sixty Seven metre

Asphalt Surfaces) with reflectorising glass and Paise

beads on bitumin surface providing and

laying a hot applied thermoplastic

compound 2.5 mm thick including

reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is

excluding of surface applied glass beds

as per IRC:35-2015. The finished surface

to be level, uniform and free from streaks

and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The

white color marking should provide

liminance coefficinet on cemend road

shalll be min 130 mcd/m2/lux and Asphalt

road shall be min 100 mcd/m2/lux during

the service life during the day time. The

marking should meet the performance

criteria for night time reflectivity, wet

reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-

2015. Warranty for the Retro reflectivity

should be two years.

11 97.00 No Cat Eye / Road Stud / RPM: Supplying of 326.23 Rupees One

Molded Twin Shanks Raised Pavement Three Hundred Number

Markers made of polycarbonate and ABS Twenty Six

moulded body and reflective panels with and Paise

micro prismatic 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 +/-

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-in-charge.

Rupees Sixty Six Lakh Ninty Nine Thousand Seven Hundred Fifty Five and Paise Eight only

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 out as under.

* Estimated Amount 66,99,755.08 * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

In words………………….……………… In words………………….………………

Not 1 1.The Contractor shall exhibit a board with detailed specification and details of work as directed by

e :- the Engineer-In-Charge for which no extra payment shall be made.

Not 2 2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Not 3 3.GST and Income tax TDS will be deducted at a source while making payments of bills

Not 4 4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.

e :- 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

Depurty Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division