2515 CDP-5

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

2/AMR/Suvidhapath/Normal/20025-26/P.50 Ta.Rajula , 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 661.40 One 157.91

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%.

2 Box cutting the road surface to proper slope 8778.30 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 WBM Grading-1 2983.00 One 1468.84

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.

4 WBM Grading-2 127.40 One 1067.69

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.

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

No. and reference to book of Specification)

5 Rolling and Watering of earthwork with 1032.30 One 22.95

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

6 Excavation for foundation upto 1.5m depth 203.30 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

7 Excavation for foundation upto 1.5m depth 167.60 One 927.01

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Rock

8 Excavation of foundation in hard murrum 310.20 One 611.32

and boulders and very stiff or sticky clays Cum

and other similar strata including shorting

out and struting and dewatering as

necessary and disposing of the excavated

stuff as directed.

9 Excavation in large boulders and soft rock by 127.40 One 716.55

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

10 Excavation in hard rock by dry-wet blasting 65.20 One 1675.30

and chiseling including dewatering Cum

preparing foundation base by proper

benching and stepping and disposing of the

excavated stuff as directed (B) Blasting

11 Providing and fixing Mild steel dowel bar of 45.00 One 450.06

minimum 32mm dia. For anchoring by Rmt.

drilling holes in foundation strata including

necessary bending, hooking of dowel bars

and grouting the holes complete as per

detailed drawing and as directed.

12 Providing and casting in situ ordinary 529.30 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

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

No. and reference to book of Specification)

13 Providing and filling in foundation with 164.30 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

14 Providing parapet of ordinary cement 43.00 One 1086.62

concrete M-200 as per detailed drawing with Rmt.

necessary reqinforcement including

shuttering laying vibrating and finishing to

line and level complete (ii) cast in situ.

15 Dry Lean Cement Concrete Sub base 2033.80 One 2617.78

(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.

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

No. and reference to book of Specification)

16 Cement Concrete Pavement M-25 4217.60 One 6669.09

(Construction of un- reinforced, dowel Cum

jointed, plain cement concrete pavement

over a prepared sub base with 53 grade

cement @ 380 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.

17 Providing and casting in situ Controlled 320.10 One 5227.35

cement concrete M-200 for R.C.C. work in Cum

Piers, abutment, returns and riding returs as

per drawing including centering, shuttering,

scafolding where neccesary laying, vibrating

curing and finishing complete (A) For all

18 Providing and casting in situ Contolled 24.20 One 5307.45

Cement concrete M 20 mix for R.C.C. works Cum

in pier cap, abutment cap, and dirt wall

including controlled cement concrete M

bed block or pedestals for required size

below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and

finishing complete.

19 Providing and casting in situ Controlled 95.00 One 5276.61

cement concrete M 25 for R.C.C. Solid slab Cum

including centering, scaffolding, curing and

finishing complete.

20 Providing and casting in situ Contolled 143.80 One 5300.56

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)

21 Providing and casting in situ Contolled 14.20 One 5158.71

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

22 Providing and casting in situ Controlled 5.40 One 4869.01

cement concrete- M-20 mix for kerbs/Kerb Cum

blocks including formwork,curing and

finishing complete.

23 Providing and laying weep hole in 33.00 One 56.12

Abutment and returns by using PVC pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

24 Providing and laying filter media 600mm. 50.00 One 1239.35

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

25 Providing and fixing in position Mild steel 18.00 One 341.28

dowel bars in pier cap or abutment caps for No

anchorage in fixed end as per detailed

drawings including cutting bending and

welding complete.

26 Providing and fixing in position Mild steel 18.00 One 399.69

dowel bars in pier cap or abutment caps for No

anchorage in free end as per detailed

drawings including cutting bending and

welding complete.

27 Providing and laying in Position FE - 6.630 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.

28 Providing and Fixing in position FE- 11.280 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.

29 Providing 12mm. Thick Pre-moulded asphalt 18.20 One 703.52

filler joints as per drawings Sqm

30 Providing G.I. 100mm. Diameter water 12.00 One 536.02

spouts including necessary iron gratings as No

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

No. and reference to book of Specification)

31 Providing flood gauge marks on sub 3.00 One 156.33

structure as per design including painting Rmt.

32 Filling available excavated earth (excluding 744.90 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.

33 Supplying and fixing reinforced concrete 510.00 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.

34 Supplying and fixing reinforced concrete 40.00 One 5679.69

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.

35 Dismantling the existing structure including 693.40 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

36 Providing temporary all weather and fair 90.00 One 1169.17

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..

37 Supplying and fixing Junction Boards of 5.00 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)

38 Providing and fixing Village name Boards as 7.00 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

39 Providing and fixing Flood guage post mark 4.00 One 1141.30

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.

40 Cautionary Warning Sign : Providing and fixing sign 4.00 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.

41 Citizen's information Board. Providing and fixing of 5.00 One 8460.77

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.

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

No. and reference to book of Specification)

42 Providing and fixing suvidhapath logo board of two 7.00 One 6981.12

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

43 Road Marking with Hot Applied paints with 698.00 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)

44 Cate eye / road stud/ RPM : Supplying 619.00 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.

45 Providing and erecting a "W" metal crash 61.00 One 3723.46

barrier comprising of 3mm thick currugated Rmt.

sheet metal beam rail, 70cm above

Road/Ground level, fixed on ISMC series

channel vertical post, 150x75x5mm spaced

2m center to center, 1.8m high, 1.1m below

ground/road level, all steel parts and

fitments to be galavanized by hot dip

process, all fittings to conform to IS:1367 and

IS:1364 metal beam rail to be fixed on the

vertical post with a spacer of channel section

150x75x5mm, 330mm long complete as per

Rupees Four Crore Ninety Two Lakh(s) Twenty Four Thousand One Hundred

Thirteen And Paise Sixteen Only

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

No. and reference to book of Specification)

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. 142261/-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