Suvidhapath

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

2/AMR/Suvidhapath/2025-26/P.29 Ta.Kukavav, Dist.; Amreli.

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Earthwork for embankment including 163.00 One 157.91

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

From borrow area with all lead and

lift.Executed with machineries.(Selected soil

to be used for earthwork shall be from

BORROW AREA only having CBR not less

2 Box cutting the road surface to proper slope 6973.00 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.

3 Supplying, stacking, spreading, rolling, 101.00 One 414.04

watering and consolidation to desired Cum

density of Hard Murrum with all lead and

4 WBM Grading-2 1882.00 One 1597.35

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.

5 Excavation for foundation upto 1.5m depth 282.00 One 253.88

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Dense or hard soil.

6 Excavation for foundation upto 1.5m depth 235.00 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

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

No. and reference to book of Specification)

7 Excavation for pipe line trench for water 135.00 One 732.53

suppl, sewerage line, manhole, etc. all with Rmt.

shoring and struting if required as per

requried gradiyan and line including saffety

provision using site rail and stucking

excavated stuff including up to all requried

lead cleaning the site etc compl. for all lift

and stratta. as specified up to 1.5m depth

8 Providing and casting in situ ordinary 674.00 One 3921.63

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

9 Providing and filling in foundation with 1866.00 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

10 Construction of concrete road using tremix 2465.00 One 6089.92

system with 20cm/15cm thick controlled M- Cum

200 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.

11 Providing and laying weep hole in 347.00 One 56.12

Abutment and returns by using A.C/PVC No

pipe of 100mm. Incl. fixing in proper grade

and jointing the complete as per detailed

12 Providing and laying in Position FE - 4.950 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)

13 Filling available excavated earth (excluding 517.00 One 136.91

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

14 Supplying and fixing reinforced concrete 22.50 One 5560.00

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) 1200mm Dia.

15 Providing and fixing pre-cast Rubber Dye / 2490.00 One 773.46

steel Dye inter locking concrete block 60mm sqm

thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as

per approved design Confirming to IS

: 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. Complete.

16 Demolition and desposal of unserviceable 493.75 One 623.02

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

17 Providing and erecting Suvidhapath logo cum 8.00 One 6368.05

informatory retro reflectorised board as per IRC-67 No

made of engineering grade sheeting as per

specification fixed over alluminium sheeting, 2mm.

thick as logo board with vertical support of M.S. angle

35x35x5 mm and lateral clearance of 100mm between

logo & informatory board and 2mm.thick alluminium

plate as information board with area exceeding

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

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

No. and reference to book of Specification)

18 Road Marking with Hot Applied paints with 709.48 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.

19 Supplying and fixing cat eye (Stimsonite) 369.00 One 375.72

made out from acrilo beatiful sterine No

injuction high compressed molding with

reflector made of MMC (Prismatic type size

12cmx6cmx2.5cm) provided with

bituminous adhesive 100g. With each umit

for fixing (Engineer grade)

20 Providing and applying one coat Epoxy 654.00 One 234.32

Phenolic primer of DFT 50 micron and two Smt.

coats of Polyurethane (aliphatic) epoxy paint-

75 micron DFT each or any other equivalent

epoxy coating system to all concrete surfaces

exposed to atmosphere in Substructure &

Super Structure as directed by Engineer and

as per specification.

Rupees Three Crore Fourteen Lakh(s) Twenty Four Thousand Seven Hundred

Twenty Seven And Paise Twenty Six 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.

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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division