Construction of Cement Concret Roads of Rajkot District Package No.RPC-1/RAJ/Suvidhapath/Normal/2025-26/P.05 Ta.Jam Kandorna , Dist.; Rajkot

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

1/RAJ/Suvidhapath/Normal/2025-26/P.05 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 0.13 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 Box cutting the road surface to proper slope 4432.00 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.

3 WBM Grading-2 1541.90 One 1259.17

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.

4 Excavation for foundation upto 1.5m depth 376.80 One 453.20

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

5 Providing and filling in foundation with 24.00 One 3359.92

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)

6 Dry Lean Cement Concrete Sub base 1112.50 One 2648.78

(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.

7 Cement Concrete Pavement M-30 2128.10 One 6909.19

(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.

8 Providing and cast in situ controlled Cement 79.20 One 4306.02

Concrete M-200 Mix and providing Cum

necessary pin headers including shuttering

scafolding, laying, vibrating, curring and

finishing complete without V-grooves (A) all

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

No. and reference to book of Specification)

9 Providing and casting in situ Contolled 71.70 One 5247.13

cement concrete- M-200 for average Cum

75/150/200mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

10 Providing and laying in Position FE - 3.000 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.

11 Providing and Fixing in position FE- 2.700 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.

12 Providing and fixing pre-cast Rubber Dye / 453.00 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.

13 Supplying and fixing reinforced concrete 182.50 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.

14 Dismantling the existing structure including 242.70 One 974.66

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

15 Supplying and fixing Junction Boards of 3.00 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.

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

No. and reference to book of Specification)

16 Providing and fixing Village name Boards as 3.00 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

17 Citizen's information Board. Providing and fixing of 3.00 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.

18 Providing and fixing suvidhapath logo board of two 3.00 One 6975.06

M.S.sheets of 3mm thick of 900mmx750mm size fixed No

at top & bottom duly rivetted with MS angles of

25x25x5mm thick M.S. angle shall be welded by two

vertical M.S. angle of 5mmthick to 75mmx75mm of

12SWG square tube sposts duly embedded in cement

concrete M-15 grade blocks of

450mmx450mmx600mm below ground level. The

letters & figure of any shade reflectorised with high

intensity prismatic grader etroreflective sheeting and

all sections off ramed posts and steel tube will be

painted with primer and two coats of epoxy paints

directed as per instruction of engineer in-charge

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

No. and reference to book of Specification)

19 Road Marking with Hot Applied paints with 482.00 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.

20 Cate eye / road stud/ RPM : Supplying 448.00 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.

21 Providing and fixing precast R.C.C 4.00 One 1556.41

perforated Manhole cover having load No

carring capacity of 5.0 M.T as directed of

Balaji make or equivalent(B) 0.60 x 0.90 Mt.

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

No. and reference to book of Specification)

Rupees Two Crore Twenty Five Lakh(s) Sixty Eight Thousand Nine Hundred

Sixty Two And Paise Eighty Five 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………………….………………

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. 47327/-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