Construction Cement Concrete Roads of Rajkot District Package No.RAJ/Suvidhapath/2025-26/P.04 Ta. Jam Kandorna, Dist.; Rajkot

Name of work :- Construction Cement Concrete Roads of Rajkot District Package

No.RAJ/Suvidhapath/2025-26/P.04 Ta. Jam Kandorna, Dist.; Rajkot

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 0.47 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 810.10 One 165.42

breaking clods, dressing with all lead and lift Cum

(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 3985.80 One 114.44

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 1691.70 One 1167.73

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 Rolling and Watering of earthwork with 710.30 One 23.17

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

6 Excavation for foundation upto 1.5m depth 311.50 One 265.97

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (B) Dense or hard soil.

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

No. and reference to book of Specification)

7 Excavation for foundation upto 1.5m depth 1029.70 One 453.20

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

8 Providing and casting in situ ordinary 662.50 One 3935.98

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 144.50 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

10 Dry Lean Cement Concrete Sub base 1129.10 One 2499.80

(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 7 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.

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

No. and reference to book of Specification)

11 Cement Concrete Pavement M-30 1739.90 One 6652.21

(Construction of un- reinforced, dowel Cum

jointed, plain cement concrete pavement

over a prepared sub base with 53 grade

cement @ 400 kg 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.

12 Cement Concrete Pavement M-30 206.30 One 6658.72

(Construction of un- reinforced, plain Cum

cement concrete pavement over a prepared

sub base with 53 grade cement @ 400 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, admixtures as

approved,curing compund finishing the

lines and grade as per drwaing.

13 Providing and casting in situ Contolled 89.20 One 5247.13

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.

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

No. and reference to book of Specification)

14 Providing and laying weep hole in 170.00 One 90.82

Abutment and returns by using A.C pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

15 Providing and laying in Position FE - 4.400 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.

16 Providing and Fixing in position FE- 1.740 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.

17 Providing and fixing pre-cast Rubber Dye / 1440.00 One 705.12

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.

18 Supplying and fixing reinforced concrete 112.50 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.

19 Supplying and fixing reinforced concrete 357.50 One 3552.47

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.

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

No. and reference to book of Specification)

20 Dismantling the existing structure including 561.70 One 974.66

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

21 Dismantling G.I. Pipes G.S.W. Pipes and A.C 15.00 One 80.32

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

22 Providing temporary all weather and fair 50.00 One 1009.89

weather diversion suitable for traffic during Rmt.

the construction period of the bridge / Slab

drain including providing necessary drains

and all safety measures including red lamps

/ signals at night for traffic etc. complete..

23 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.

24 Providing and fixing Village name Boards as 2.00 One 3437.59

per standard I.R.C. type design of steel plate No

incl. painting, lettering etc. complete with

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

excavation etc. complete

25 Providing and fixing Flood guage post mark 6.00 One 1147.36

of 'C' angle size 100mm x 50mm x 6mm thick No

(in head wall 0.500mt. And 1.50mt. Out side

with painting and lettering with redeum

color as directed.

26 Cautionary Warning Sign : Providing and fixing sign 6.00 One 3808.65

boards made out of 2mm Aluminium sheet size No

90x90x90 cms. Equilateral treangle as per the design of

IRC-67-1977 pre treated with phospheting process and

acid etching coated with one coat of apoxy primer and

two coats of best quality epoxy paint reflectorised

with retro reflective sheeting as per latest MOST

specification 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of

35x35x3mm, 75x75x6mm. as required painted with

best quality epoxy coating in black and white bends

the details of symbole 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 45x45x60cms. for

each leg including excavation curring etc. complete

under the supervision of engineer in charge (A)

Engineering Grade.

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

No. and reference to book of Specification)

27 Citizen's information Board. Providing and fixing of 2.00 One 8453.70

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.

28 Providing and fixing suvidhapath logo board of two 2.00 One 6975.06

M.S. sheets of 3mm thick of 900mm x 750mm size No

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 450mm x 450mm x

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

29 Road Marking with Hot Applied paints with 391.00 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)

30 Cate eye / road stud/ RPM : Supplying 272.00 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 13635 kgs. tested

in accordanace to ASTM D 4280 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.

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

No. and reference to book of Specification)

31 Constructing Manhole with R.C.C. top slab 3.00 One 19349.63

in 1:2:4 mix (1-cement : 2-coarse sand : 4- No

graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand : 6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand)

finished with a floating coat of neat cement

and making channels in cement concrete

1:2:4 mix (1-Cement : 2-Coarse sand : 4-stone

aggregate 20mm nominal size) finished

smooth complete including curing and

festing (i) Inside size 900mm x 1200mm and

1.5M. deep including C.I. cover with frame

size 560mm diameter total weight of cover

and frame to be not less than 128 kgs. (Wt. of

cover 64 Kg. and Wt. of frame 64 Kg.) (A)

With 230mm thick walls of brick masonry

using brick having crushing strength not less

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

Cement: 5-Coarse sand) (2) B type depth

Metre for 150mm diameter sewer.

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

No. and reference to book of Specification)

32 Constructing Manhole with R.C.C. top slab 2.00 One 23470.48

in 1:2:4 mix (1-cement : 2-coarse sand : 4- No

graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand : 6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement

Mortar 1:5 (1-Cement : 3-coarse sand)

finished with a floating coat of neat cement

and making channels in cement concrete

1:2:4 mix (1-Cement : 2-Coarse sand : 4-stone

aggregate 20mm nominal size) finished

smooth complete including curing and

festing (i) Inside size 900mm x 1200mm and

1.5M. deep including C.I. cover with frame

size 560mm diameter total weight of cover

and frame to be not less than 128 kgs. (Wt. of

cover 64 Kg. and Wt. of frame 64 Kg.) (A)

With 230mm thick walls of brick masonry

using brick having crushing strength not less

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

Cement: 5-Coarse sand) (2) C type depth

Metre for 150mm diameter sewer.

Rupees Two Crore Sixty Three Lakh(s) Eighteen Thousand Five Hundred Seventy

And Paise Thirty Two 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.

NOTE: Amount Rs.103333/- 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