Suvidhapath

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

2/AMR/Suvidhapath/Normal/2025-26/P.37 Ta.Babara , 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 31.00 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 6867.00 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, 18.00 One 423.49

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

4 WBM Grading-1 11.00 One 1432.25

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

By menual means.

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

No. and reference to book of Specification)

5 WBM Grading-2 2371.00 One 1363.95

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.

6 Rolling and Watering of earthwork in layers 8.00 One 22.95

with vibratory roller including filling in Cum

depression which occur during the process

7 Excavation for foundation upto 1.5m depth 92.00 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.

8 Excavation for foundation upto 1.5m depth 2320.00 One 331.45

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Dense or hard soil. And

Add extra for depositing off the excavated

stuff of above items for lead of © 300 to

9 Excavation for foundation upto 1.5m depth 67.00 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

10 Providing and casting in situ ordinary 177.20 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

11 Providing and filling in foundation with 1700.00 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

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

No. and reference to book of Specification)

12 Construction of dry lean cement Ready Mix 10.00 One 2276.54

concrete Sub-base over a prepared! sub- Cum

grade with coarse and fine aggregate

conforming to IS: 383, the size off 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

kg/ cum, optimum moisture content to bei

;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 a fixed; form

paver or conventional method, compacting

with 8-10 tonnes vibratory roller, finishing

and curing etc. opmplete.

13 Construction of concrete road using tremix 2426.00 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.

14 Providing and casting in situ Ordinary 8.30 One 4364.80

cement concrete- M-200 for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

15 Providing and laying weep hole in 66.00 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

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

No. and reference to book of Specification)

16 Providing and laying in Position FE - 1.170 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.

17 Providing and Fixing in position FE- 0.150 One 73243.01

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.

18 Filling available excavated earth (excluding 1927.10 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.

19 Supplying and fixing reinforced concrete 592.50 One 3469.25

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.

20 Providing and fixing pre-cast Rubber Dye 3270.00 One 773.46

inter locking concrete block 80mm thick with sqm

grade of concrete M200 pnumatic

compressed / vibrated mechanically and as

per approved design including 35 mm stone

dust layer for levelling and filling the joint

with stone dust in proper line and level

21 Excavation for pipe line trench for water 292.50 One 985.55

supply,seweragre 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.200MM 6Kg\sqcm

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

No. and reference to book of Specification)

22 Constructing Manhole with Precast R.C.C. m- 41.00 One 33731.68

200 Thick 7 cm top slab, Excavation,PCC No

M100, Bottom concrete M150 mix & inside

plastering 15mm thick with Cement Mortar

1:5 finished smooth complete including

curing and festing Inside size 1.50m x 1.5 m

2.0mt. (A) With 350mm thick walls of brick

monry using brick having crushing strength

not less than 35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand)

23 Constructing Manhole with Precast R.C.C. m- 10.00 One 3183.22

200 Thick 7 cm top slab,Excavation, PCC No

M100, Brick Masonry & inside plastering

15mm thick with Cement Mortar 1:5 finished

smooth complete including curing and

festing Inside size 0.60m x 0.6 m 0.6mt. (A)

With 230mm thick walls of brick monry

using brick having crushing strength not less

than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand)

24 Providing and fixing M.S. grills of required 72.00 One 106.23

pattern to wooden frames of windows etc. KG

with M.S. flats at required spacings and

frame alround, square or round bars with

round headed bolts and nuts or by screws

(A) Plain Grill.

25 Demolition and desposal of unserviceable 423.88 One 623.02

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

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

No. and reference to book of Specification)

26 Men at work (Heavy) sign :-Providing and fixing sing 4.00 One 6141.20

boards made out of 2mm aluminium sheet; size 120 x No

90cms. rectangle as as per the attached drawing. pre

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x

5mm painted with best quality epoxy coatings in

black and white bends. the details of symbol or

inscription / numerals 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 45 x 45 x 60cms.

for each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

27 Diversion sing board :-Providing & Fixing sign 4.00 One 6798.92

boards made out of 2mm aluminium sheet, size 180 x No

60 cms. rectangle as per the attached drawing pre

treated with phospheting process & acid etching.

coated with one coat of epoxy priemr and two coats of

best quality epoxy paint reflectorised with retro

reflective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per

IRC-30-1968,3.1m long (2nos) stand post and frame

fabricated from iron angle of 35x35x3mm,

50x50x5mm painted with best quality epoxy coatings

in blak and white bends. The fixing at site shall be in

1:2:4 CC block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

28 Providing and erecting suvidhapath logo board cum 10.00 One 6368.05

unformatory retro reflectorised board as per IRC-67 No

made of eingineering grade sheeting as per

specification fixed over alluminium sheeting 2mm.

thick as pogo baord with vertical support of M.S.

angle 35x35x5 mm and leteral clearance of 10mm

between logo and informatory board and 2mm. thick

M.S plate as information board with area exceeding

0.90sqm. fixed on frame of an angle 35x35x5mm and

suported on a M.S. angle iron post 75mm x 75mm x

6mm - 2 nos firmly fixed to the ground by means of

properly designed foundation with M-15 grade

cement concrete 45cmx45cmx60xm, below ground

level as per drawing, including painting and

instalation as site.

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

No. and reference to book of Specification)

29 Road Marking with Hot Applied paints with 647.13 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.

30 Supplying and fixing cat eye (Stimsonite) 358.00 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)

Rupees Three Crore Thirty Four Lakh(s) Sixty Two Thousand Nine Hundred

Eighty Three And Paise Thirty Seven 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