Bridge

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.06 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of

2 Earthwork for embankment including breaking clods, 591.86 One 177.91

dressing with all lead and lift and including watering rolling Cum

and consolidation of subgrade in layers at O.M.C. to required

dry density including filling the depression which occur

during the process using power roller 8T to 10T. (E) From

Borrow area within 3.0KM. lead

3 Construction of sub-grade and earthen shoulders using 199.92 One 190.01

quarry spall with all lead and lift and including watering and Cum

rolling and consolidation of sub grade in layers at OMC to

required dry density including filling the depressions which

occur during the process using power roller 8T to 10 T

4 Construction of granular Sub base with Coarse Graded 60.00 One 1131.07

Material (Grade II) (Table:- 400- 2) of 100 mm byproviding Cum

coarse graded material Metal Crushed using size 53mm to

4.75mm @12.50% and 4.75mm below @ 37.5% spreading in

uniform layers with includingand mixing the material

obtained from cutting BT road by milling machine using

motor grader on prepared surface mixing by mix in place

method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density complete as per

Clause 401.2 Table

5 Providing, laying, spreading and compacting stone aggregates 42.83 One 1251.32

of specific sizes to water bound macadam specification Cum

including spreading in uniform thickness, hand packing,

rolling with vibratory roller 8-10 tonnes in stages to proper

grade and camber, applying and brooming requisite type of

screening/ binding Materials to fill up the interstices of coarse

aggregate, watering and compacting to the required density.-

Grading 1, Using Screening Crushable type such as Moorum

6 Providing and laying Filter Media 150mm thick below 11.90 One 877.70

pitching as per detailed specifications. Cum

7 Excavation for foundation in sand, gravel, clay soft soils and 633.11 One 511.11

murrum etc. including shoring, strutting dewatering as Cum

necessary and disposing of the excavated stuff as directed.(A)

Depth upto 3.0M and lead upto 100m for 10cum

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

8 Providing and fixing Mild steel dowel bar of minimum 32mm 53.00 One 450.07

dia. For anchoring by drilling holes in foundation strata Rmt.

including necessary bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

9 Providing and laying rubble for appron 150 mm thick flat 11.60 One 3046.30

stone/cement concrete block M 15 grade conforming to Cum

Section 1700 of these Specifications. It shall be bedded on a

layer of cement mortar (1 :3) of 300mm thickness as per

section 2505.2 of MoRTH.

10 Providing and laying cement concrete 1:3:6 (1-Cement : 3- 86.54 One 3070.94

coarse sand : 6- hand broken stone aggregates 40 mm nominal Cum

size) and curing complete excluding cost of formwork in (A)

Foundation and plinth

11 Providingand laying plain cement concrete in levelling 85.49 One 3798.48

course complete as per drawings and technical specifications Cum

as per sections 1500, 1700and2100 of MORTH. (M-15)

12 Providing and laying plain cement concrete of grade M-20 on 23.80 One 4620.40

slope of Cones. Cum

13 Providing parapet of ordinary cement concrete M-200 as per 32.00 One 1200.13

detailed drawing with necessary reainforcement including Rmt.

shuttering laying vibrating and finishing to line and level

complete (ii) Cast in situ.

14 Providing and casting in situ controlled cement concrete M-20 54.40 One 5227.36

for R.C.C. return as per drawings including centering Cum

huttering, scaffolding where necessary, laying vibrating,

curing and finishing complete. All Height (1) Piers (2)

Abutment (3) RCC return

15 Providing and casting in situ Controlled Cement Concrete M- 90.59 One 4620.45

20 for R.C.C. Raft and cut-off walls including neccesary Cum

shuttering laying, vibrating ramming of curing complete.

16 Providing and casting in situ Controlled cement concrete M- 8.44 One 5406.29

25 mix for average 75mm thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

17 Providing and laying weep hole in Abutment and returns by 78.00 One 61.50

using A.C pipe of 100mm. Including laying in proper grade No

and jointing the complete as per detailed specification

18 Providing and laying weep hole in Abutment and returns by 64.00 One 312.54

using PVC pipe of 100mm. Including laying in proper grade Rmt

and jointing the complete as per detailed specification

19 Providing and laying filter media 600mm. thick directed at the 160.25 One 1239.38

back of abutments, returns and wing walls as per detailed Sqm

specifications.

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

20 Providing and fixing in position Mild steel dowel bars in pier 8.00 One 341.29

cap or abutment caps for anchorage in fixed end as per No

detailed drawings including cutting bending and welding

21 Providing and fixing in position Mild steel dowel bars in pier 8.00 One 399.70

cap or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

22 Providing and fixing in position (Thermo mechanically 10.700 One 73858.70

Treated bars) TMT Fe500D conforming to IS 1786 reinforcing MT

bars of various diameters for Box structure , retaining wall,

etc. as per detailed designs and drawings and schedule

including cutting, bending, hooking the bars, binding with

SWG GI wires with cost of all labour, materials, tools, plants,

equipments, supporting as required with all lifts and leads etc.

all complete as per specification and as directed by Engineer

23 Providing Pre-moulded asphalt filler joints as per drawings 25.00 One 611.13

24 Providing G.I. 100mm. Diameter water spouts of 50mm dia. 4.00 One 101.91

And 30Cm. Length No

25 Back filling behind Abutment, wing wall and return wall with 255.50 One 562.09

selected granular material of approved quality incluiding all Cum

the materials, compacting, labour, equipment charges, etc all

complete as per drawing and Technical Specification Section

300 (Percentage of fine content maximum 15%, Backfill soil

phi 30°, Density 20 kN/m3, Field compaction 95±2% modified

proctor density.

26 Supplying and fixing reinforced concrete heavy duty 38.00 One 3469.26

nonpressure pipes with collars for culverts carrying heavy Rmt.

traffic as per IS 458-1991 specifications including setting the

pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(v) 900mm dia.

27 Demolition of Brickwork and stone masonry including - 42.10 One 562.90

stacking of serviceable materilas and disposal of Cum

eunserviceable materials with all lead and lift. (ii)In Cement

28 Demolition including stacking of serviceable materials and 43.75 One 1082.35

disposal of unserviceable materials with all leand and lift. Cum

29 Demolition and disposal of unserviceable materials with all 24.25 One 623.02

lead and lift. (i) Lime concrete. Cum

30 Dismantling of flexible pavements and disposal of dismantled 33.48 One 256.75

materials up to a lead of 1000 metres, stacking serviceable and Cum.

unserviceable materials separately

Dismantaling of Bituminous Layer

31 Dismantling of flexible pavements and disposal of dismantled 230.69 One 357.25

materials up to a lead of 1000 metres, stacking serviceable and Cum

unserviceable materials separately

Dismantaling of Granular Layer

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

32 Providing and laying plain cement concrete grade M-15 PCC 118.00 One 3798.48

wall for protection i.e. to prevent the soil from sliding down, Cum

with graded machine mixed stone aggregate from 6 mm to

mm including tamping, vibrating, leveling and curing

complete with all formwork, dewatering wherever required

including all materials, labours, plants, machineries & tools,

all leads and lifts, etc. complete as per specification.

33 Provding and laying plain cement concrete grade M-20 16.30 One 4620.40

curtain wall with minimum depth below floor levelof 2m on Cum

upstream and 2.5m on downstream side as per clause 20.1.2.3

of IRC:SP:13:2022 and section 2507.1 of MORTH specification.

34 Providing and casting in situ controlled cement concrete M-20 35.60 One 5307.46

for R.C.C. work in pier cap, abutment cap and dirt wall, Cum

centering, shuttering, scaffolding, wherever necessary, laying

vibrating, curing and finishing complete.

35 Providing and casting in situ controlled cement concrete M-25 92.50 One 5333.10

for R.C.C. box structure, as per drawings (pier shall be cast in Cum

single lift or as per direction of Engineer in charge), Stem of

Retaining wall etc. using 6 mm to 20 mm machine crushed

well graded stone aggregate, sand of approved quality, OPC

53 grade cement with contractor's own concrete mix design

etc. complete as per specification.

36 Providing and casting in situ controlled cement concrete M-25 10.30 One 5333.10

for Parapet Wall, as per drawings. Stem of Parapet wall etc. Cum

using 6 mm to 20 mm machine crushed well graded stone

aggregate, sand of approved quality, OPC 53 grade cement

with contractor's own concrete mix design etc. complete as per

37 Providing and casting in situ controlled cement concrete M-25 24.48 One 5457.74

for R.C.C. Solid Slab, as per drawings (pier shall be cast in Cum

single lift or as per direction of Engineer in charge), using

mm to 20 mm machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc. complete as per

38 Providing and casting in situ controlled cement concrete M-30 36.90 One 5564.89

for average 75/150 mm thick wearing coat laid as directed Cum

dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete. 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 compound, finishing to lines and grades as per

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

39 Providing and fixing in position (Thermo mechanically 1.60 One 73858.70

Treated bars) TMT Fe500D conforming to IS 1786 reinforcing MT

bars of various diameters for parapet wall as per detailed

designs and drawings and schedule including cutting,

bending, hooking the bars, binding with 18 SWG Gl wires

with cost of all labour, materials, tools, plants, equipments,

supporting as required with all lifts and leads etc. all complete

as per specification and as directed by Engineer

40 Providing and placing in position FE 500D TMT bar 0.90 One 73858.69

reinforcement for following items including cutting bending MT

hooking and tying complete as per detailed drawing.For well:

curb, staining, cap and RCC Raft.

41 Providing and laying in position FE 500D TMT bar 1.26 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawings for the following. (A) Piers

(B) Abutments (C) R.C.C. Returns

42 Providing and laying in position FE 500D TMT bar 0.07 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed for the following. (A) Abutment cap

& Dirt wall. (B) Pier Cap.

43 Providing and placing in position FE 500D TMT bar 2.69 One 73243.02

reinforcement including cutting, bending, hooking, and tying MT

complete as per detailed drawing.(A) Solid Slab

44 Cement Concrete Pavement-Construction of un-reinforced, 52.20 One 5406.29

dowel jointed, plain cement concrete pavement (M25) over a Cum

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, transported to site,

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 compound,finishing to

lines and grades as per drawing

45 Providing and laying pitching on prepared surface for flexible 32.70 One 1083.80

apron including boulder laid dry complete as per drawing Cum

and Technical specifications section 2500 of MORTH

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

46 Hazard Marker Sign 6.00 One 3666.30

Providing and fixing sign boards made out of 2.0 mm No

aluminium sheet / 4 mm ACP (Aluminum composite Panel);

size 90x30 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be

in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted

by contractor. (A) Class-C Type-11 Retro Reflective sheeting.

Sixty Lakh Fifty Four Thousand Two Hundred Forty Six Rupees And Seventy One Paisa

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.54641 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

Visavadar Junagadh