Construction of bridge at Kotada (East) to Kotada (West) at Ch. 0/00 to 0/07, Ta.: Bhuj, Dist.: Kutch.

Name of Work : Construction of bridge at Kotada (East) to Kotada (West) at Ch. 0/00 to 0/07, Ta.: Bhuj, Dist.: Kutch.

BILL OF QUANTITIES

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

1 Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling 1.000 Hect. 28455.09

and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials

By mechanical means in area of light jungle

2 Dismantling the existing structure including removing and stacking the dismantled material for 120.000 Cu.Mt. 930.35

all lead as directed. by Engineer-in-Charge

(B) Rubble Masonry 150.000 Cu.Mt. 409.22

3 Marking out the centre line of the bridge & various other component structure & complete 1.000 L.S. 15150.00

lining out & leveling with the theodolites, levels, including constructing and establishing

necessary bench marks etc. complete as directed.

4 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, 830.000 Cu.Mt. 511.11

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

upto 3.0 M. and lead upto 100m for 10 Cum

5 Excavation in large boulders and soft rock by welding including shoring, strutting and dewatering 1980.000 Cu.Mt. 716.55

as necessary and disposing of the excavated stuff as directed.

6 Providing and filling in foundation with ordinary Cement concrete M-150 mix and providing 89.000 Cu.Mt. 3758.21

necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

7 Casting in situ controlled Cement Concrete M 300 for R.C.C. Raft and cutt-off walls including 509.000 Cu.Mt. 4861.13

necessary shuttering laying, vibrating, ramming and curing complete

8 Providing and filling trenches of Labour charges - Excavator in rocky strata with ordinary cement 84.850 Cu.Mt. 3679.43

9 Diversion of water course, providing cofferdam and bund or island as may be necessary for 2.000 L.S. 10100.00

foundation and maintaining the same for the period as may be necessary. (B) Diversion by

cofferdam/Island (F) Abutment right (including returns / wing walls)

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

10 Providing and laying in position FE 550D TMT bar reinforcement including cutting, bending, 135.200 M.T. 74534.97

hooking and tying complete as per detailed drawings for the following.

Piers, Abutments, R.C.C. Returns, Abutment cap, Dirt wall, Pier Cap,etc.

11 Providing and laying in position FE 550D TMT bar reinforcement including cutting, bending, 53.800 M.T. 73918.87

hooking and tying complete as per detailed drawings for the following. Solid Slab, R.C.C. Kerb,

R.C.C. Footpath, R.C.C. Approch slab, Wearing Coat etc.

12 Providing and casting in situ controlled cement concrete M 300 for R.C.C. return as per drawings 265.000 Cu.Mt. 5468.14

including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing

(A) Height from 0 to 5m

(B) Height from 5.0 to 10.0 M 112.000 Cu.Mt. 5790.33

13 Providing and filling sand behind abutments and between returns in layers as directed 580.000 Cu.Mt. 504.42

14 Providing and casting in situ controlled cement concrete M-300 for R.C.C. work in pier 84.000 Cu.Mt. 5547.93

cap,abutment cap and dirt wall including controlled cement concrete M-250 bed blocks or

pedstals of required size below bearings as per detailed drawings, centering, shuttering,

scaffolding, wherever necessary, laying vibating, curing and finishing complete.

15 Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and 40.000 Sq.Mt. 1239.35

wing walls as per detailed specifications.

16 Providing flood gauge marks on foundation/substructure as per design including painting as per 7.000 Rmt. 167.03

specifications and as may be directed etc. complete.

17 Providing masonry steps with cement pointing on approaches on both ends as directed. 30.000 Steps 230.50

18 Providing & laying weep hole in Aburtments, and returns by using PVC 6 Kg/Sqcm pipe of 110mm 55.000 No. 151.08

dia including laying in proper grede and jointing the completed as per detailed specification.

19 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings as per 16.000 No. 159.37

20 Providing and casting in situ controlled cement concrete M-300 for R.C.C. solid slab including 315.000 Cu.Mt. 5599.44

centering, scaffolding, curing and finishing complete.

21 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 50.000 Rmt. 611.13

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

22 Providing and laying TAR paper below solid slab 52.000 Sq.Mt. 58.58

23 Providing and casting in situ controlled cement concrete M-400 for Kerb/ kerb blocks including 35.000 Cu.Mt. 5256.04

formwork curing and finishing, complet

24 Providing and casting in situ controlled cement concrete concrete M-300 for approach slab 27.000 Cu.Mt. 5372.19

including formwork curing and finishing complete.

25 Providing and casting in situ controlled cement concrete M-400 for average 100 mm thick 37.000 Cu.Mt. 5539.85

wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin joints

with bitumen complete

26 Lighting on Bridges (Providing and fixing lighting on bridges,mounted on steel hollow circular 4.000 No. 3294.62

poles of standard specifications,5 m high fixed on parapets with cement concrete, 20 m apart

and fitted with sodium vapour lamp)

27 Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 98.000 Rmt. 1369.56

mm dia, across the road (new construction), extending from drain to drain in cuts and toe of

slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of

granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick

layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of

pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak

proof, invert level of duct to be above higher than ground level to prevent entry of water and

dirt, all as per IRC: 98 - 1997 and approved drawings.)

28 Footpaths and Separators (Construction of footpath/separator by providing a 150 mm 74.000 Sq.Mt. 904.00

compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15,

over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage

arrangements but excluding kerb channel..)

29 Providing and fixing marble slab including engraving and painting complete. (i) Size 75cm x 60cm 2.000 No. 1012.65

30 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including and 143.770 Cu.Mt. 1083.81

packing and filing in the interestices with quarry-spalls.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

31 Earthwork for embankment including breaking clods, dressing with all lead and lift and including 250.000 Cu.Mt. 177.91

watering rolling 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

32 Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding 750.000 Cu.Mt. 109.24

watering and consolidation) (A) From Borrow pits within land width

33 Bi-axial extruded high modulus polypropylene geogrid : Supplying & laying of bi-axial extruded 1000.000 Sq.Mt. 253.51

high modulus polypropylene geogrid conforming to MORT&H specification for base/sub-base

reinforcement having minimum tensile strength 30kN/m in the longitudinal and transverse

direction, with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively in the

longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X

38mm mesh opening.

34 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to 672.000 Sq.Mt. 365.62

MORT&H specification for base/sub-base reinforcement having minimum tensile strength

40kN/m in the longitudinal and transverse direction, with 14kN/m and 28kN/m tensile strength

at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency

not less than 95% and with 38mm X 38mm mesh opening.

35 Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for culverts 100.000 Rmt. 6621.26

including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S.

458 / 1971 Class NP4 casted by vertically vibrated technology of following internal diameter.

36 Construction of granular sub base by providing well graded crushed stone material(M.C.Metal 53 675.000 Cu.Mt. 953.68

to 9.5 mm size 50%,M.C. metal 9.5 to 2.36 mm 20% and sand below 2.36mm size 30%) spreading

in uniform layes with motor grader on prepared surface,mixing by mix in place method with

rotovator at O.M.C. and compacting with three wheeler roller 8 T to 10 T to achieve the desired

density complete as per technical specification Close graded Granular sub-base Material as per

clause 401 for grading -I well graded sub base material.(150mm thick compacted thickness)

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

37 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size including 0.27 Cu.M. 675.000 Cu.Mt. 1481.35

Stone screening & 0.08 Cu.M. stone dust as filler including spreading, watering & consolidation

by vibratory roller 80KN to 100KN static weight. 100 mm thick compacted

38 Providing and laying 37.5 mm thick compacted B.M. using stone chips 0.66 Cum / 1 M.Ton mix as 371.000 M.T. 4071.30

per gradation and tack coat with Bitumen V.G.-30 grade @ 2.50 kg. / 10 Smt. on B.T. surface

and asphalt grade VG-30 for mixing @ 34kg/M.Ton (I.e. 3.40% of mix) including heating the and

aggregate by contineous batching drum mix plant, transporting and mixed matrrial and

spreading the same by paver finisher and consolidation by vibratory roller of 80 KN to 100 Kn

static weight including the cost of labour oil, lubricants etc. using contractors own machineries

39 Providing and Laying 20 mm thick mix seal surface using stone chips as per gradation on 207.000 M.T. 5175.92

prepared surface with spesified grade crushed stone agg. as per MORTH & H specification and

asphalt grade V.G.-30 for mixing at rate of 5.10 % by weight of mix and including heating the

asphalt and aggregate by drum mix plant and spreading the same by paver finisher and

consolidating by vibratory roller to achive the desired density incl. providing tools, plant,oil,

kerosene, lubricating etc. comp. using contractors own machinery, drum mix plant and paver

finisher etc. complete.

40 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; 4.000 No. 5077.27

size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of

35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black

andwhite 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) Engineer

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

41 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90cms. 4.000 No. 4676.06

rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid teching;

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; 3.1m long stand post and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted

with best quality epoxy coatings in black and white bends. the details of symbol 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 tec. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

42 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 4.000 No. 3666.30

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

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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

43 Men at work (Heavy) sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; 4.000 No. 6141.20

size 120 x 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)...

44 Men at work (Folding ) sign :-Providing and fixing sign boards made out of2.0 mm aluminium 4.000 No. 3507.73

sheet / 4 mm ACP (Aluminum composite Panel); size 60x60 x 60cm equilaternal triangular 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; 3.3 mtr 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 or inscription /

numerals for each board shall be as per the instruction of engineer in charge. A warranty for

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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

45 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP 4.000 No. 4681.35

(Aluminum composite Panel); size 60x50 cm 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; 3.3 mtr long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x

x 5mm; painted with bestquality 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 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 originaa 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

46 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4.000 No. 10672.00

4mm ACP (Aluminum composite Panel); size 180x60 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; 3.1 mtr long

stand post (2 Nos.) of 50 x 50 x 5mm / 50NB 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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

47 Men at work (2' x 2') sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; 4.000 No. 3534.54

size 60 x 60cms. equare as per the attached drawing. pretreated 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; 3.10m long stand

post and frame febricated from iron angele of 35 x 35 x3mm and 50 x50x5mm as required .

Painted with best quality epoxy coatings in black and white bends. 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).

48 Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy Coating 189.000 M.T. 6206.45

(FBEC) (To be taken as per the prevailing market rates.)

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated rate mentioned above. Amount of

my /our tender works out as under.

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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

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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

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.

5 The amount of dismentalled credit and diversion at Rs.9,59,648.40 shall be deducted from R.A. bills

Deputy Executive Engineer Executive Engineer

R & B (Panchayat) Sub Division R & B (Panchayat) Division