Construction of Major Bridge on Bayath Ratadiya Sheradi Asambiya Road between Ch. 18/700 Ta. Mandvi Dist. Bhuj-Kutchchh

No. figures Amount

1 Providing flood gauge marks on sub structure as per design 8.00 Rmt 159.08

including painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 53.00 Each 219.53

3 Providing and laying filter media 600mm as directed at the back of 744.00 Smt 1216.82

abutments, returns and wing walls as per detailed specifications

etc. complete.

4 Providing and filling sand behind abutment & between returns in 832.00 Cum 480.41

layers as directed.

5 Excavation for foundation in hard murrum and boulders and very 389.00 Cum 582.22

stiff or sticky clays and other similar strata including sorting and

strutting and dewatering as necessary and disposing of excavated

stuff as directed.

6 Excavation in large boulders and soft rock by welding including 1630.00 Cum 682.44

sorting strutting and dewatering as necessary and disposing off

the excavated stuff as directed.

7 Excavation in hard rock by dry wet blasting and chiselling 280.00 Cum 1595.53

including dewatering preparing foundation base by proper

benching and stepping and dispossing of the excavated stuff as

directed. (B) Blasting prohibited

8 Providing and filling in foundation with ordinary cement concrete 96.00 Cum 3636.74

M-15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

9 Diversion of water course, providing cofferdam and bund or island 7.00 No. 50500.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary (A) Diversion by cofferdam /

10 Providing and fixing steel dowel bars of Fe-550D grade 32mm dia. 404.00 Meter 543.30

for anchoring by drilling holes in foundation strata including

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

11 Providing and casting in situ controlled mix concrete M-35 for 839.00 Cum 4786.54

R.C.C. footing for pier including necessary shuttering, laying,

vibrating, ramming and curing complete.

12 Providing & filling trenches of excavation in rocky strata with NMC 538.00 Cum 3540.46

13 Providing and placing in position I.S.I. mark reinforcement 272.44 M.T. 72988.86

(T.M.T.) of grade Fe-550D for following items including cutting,

bending, hooking, tying etc. complete as per detailed drawings

and specifications for various structural components.

14 Providing and laying weep holes in abutment and returns by using 284.00 Each 82.57

P.V.C. / A.C. pipes of 100 mm. including laying in proper grade

and jointing the completed as per directed specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Providing and casting in situ controlled cement concrete M-35 for 415.213 Cum 5416.98

R.C.C. work in piers, abutments & R.C.C. Return as per drawing

including centering, shuttering, scaffolding where necessary

laying, vibrating, curing and finishing complete for all heights.

16 Providing and casting in situ controlled cement concrete M-35 mix 126.00 Cum 5437.04

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

controlled cement concrete M-35 bed blocks or pedestals of

required size below bearings as per detailed drawings including

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

17 Providing and casting in situ controlled cement concrete M-40 mix 26.00 Cum 5516.33

for bed block or pedestals and seismic arrester of required

drawing including centering, shuttering, scaffolding where

necessary laying, vibrating, curing and finishing complete.

18 Providing and laying in position fully moulded restrained 466560.00 Cu.c 0.89

elastromeric bearing as per detailed drawings. m.

19 Providing and casting in situ controlled cement concrete M-35 for 651.00 Cum 5906.50

R.C.C. work in super structure including centering, ramming,

vibrating, curing and finishing complete. (A) T beam deck slab

type of super structure (ii) Main and cross girder.

20 Providing and casting in situ controlled cement concrete M-40 for 97.20 Cum 5546.82

average 100mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with

bitumen etc. complete.

21 Reinforced Cement Concrete Crash Barrier (Provision of an 279.00 Rmt. 1532.20

Reinforced cement concrete crash barrier at the edges of the

road, approaches to bridge structures and medians, constructed

with M-40 grade concrete with TMT reinforcement conforming to

IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion

joints filled with pre-moulded asphalt filler board, keyed to the

structure on which it is built and installed as per design given in

the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III

dated 24 June 1994 as per dimensions in the approved drawing

and at locations with necessary priming coat and 3 coat of

painting complete with Yellow & Black Patta as directed by the

Engineer, all as specified)

22 Providing P.V.C. 100mm dia. water spouts including necessary 36.00 No. 159.37

iron grating as per detailed drawing including placing etc.

23 Providing and fixing marble slab including engraving letters, 2.00 No. 1012.65

numbers and painting etc. complete. (A) size 75 cm x 60 cm x

24 Providing and casting in situ controlled cement concrete M-30 for 20.30 Cum 5246.40

approach slab including form work, curing and finishing etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Providing and fixing in position Strip Seal type expansion joint 51.00 Rmt. 1733.16

catering to maximum horizontal movement upto 70 mm, complete

as per approved drawings and standard specification to be

installed by the manufacturer / supplier or their authorised

representative ensuring compliance to the manufacturer's

instructions for installation.

26 Finishing wall with weather proof exterior emulsion paint on wall 419.00 Sq.m. 114.53

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, dust and

remains of loose powdered materials etc. complete.

27 Providing Designing Supplying and Installation of Extruded Bi- 336.00 Sq.m. 111.10

Axial Polypropylene 30 kn GeoGrid including all labours & etc.

28 Providing fusion bonded epoxy coating not less than 175 micron 105.00 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ATM-775M including testing of coating at plant and

all taxes (A) 10mm to 16mm dia. bar.

29 Providing fusion bonded epoxy coating not less than 175 micron 158.00 M.T. 7296.24

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ATM-775M including testing of coating at plant and

all taxes (B) 20mm to 32mm dia. bar.

30 Providing and fixing the continuity arrangement in deck slab as 26.00 Rmt. 8319.37

per the detailed with fixture, components, filler etc. complete by

Engineer in charge.

31 Providing, supplying and installation of inspection gallery / 7.00 No. 101000.00

platform made form concrete for same grade of pier cap, steel Fe-

550D & structure steel grade of Fe-350 in each pier & abutment

location for purpose of inspection including all labours, materials

etc. complete.

32 Clearing and grubbing of road land including up rooting wild 0.30 Hect. 28455.09

vegetation, grass, bush shrubs, saplings and trees of girth up to

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

of unserviceable material (C) by mechanical means in area of light

33 Earth work for embankment including breaking clods, dressing 11478.00 Cum 180.87

with all lead and lift including watering and consolidation (C) from

borrow area within 8.0 km lead (With minimum 6% CBR)

34 Rolling & watering of earthwork in layers with power roller 287.00 Cum 22.96

including filling in depressions which occur during the process.

35 Earthwork in cutting in all sorts of soil and soft murrum including 127.00 Cum 109.24

conveying and putting the stuff in spoil maintaining minimum

distance of five meter between top edge and cutting and toe of

spoil bank.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

36 Construction of compacted Granular sub base (Grade-I, Crushed 421.00 Cum 849.41

B.T. materials 53mm to 26.5mm size @ 35%, 26.5mm to 4.75mm

45% and below 2.36mm @ 20%) by providing close graded

material, mixing in a mechanical mix plant at OMC, carriage of

mix material to work site, spreading in uniform layers with motor

grader on prepared surface and compacting with vibratory power

roller to achieve desired density, complete clause as per

37 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 406.00 Cum 1225.13

mm size including 0.27 Cu.M. 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 W.B.M. of M.C. metal of size 45 mm to 63 271.00 Cum 989.80

mm size including 0.12 Cu.M. stone screening & 0.08 Cu.M. stone

dust as filler including spreading, watering & consolidation by

vibratory roller 80KN to 100KN static weight. 75mm thick.

39 Providing and laying compacted of specified hard murrum in side 72.00 Cum 392.89

shoulder including carriage of material and spreading on prepared

base including compacting as per MORTH specification etc.

40 Providing and laying bituminous base course 37.5 mm thick 203.00 M.T. 2193.72

compacted using B.T. stone aggregates of required gradation with

asphalt VG-30 grade for tack coat at the rate of 4.00 Kg./10 Sqmt.

on W.B.M. surface and asphalt VG-30 grade for mixing @ 1.99 %

i.e. 19.90 Kg./MT by weight of mix including heating and mixing in

drum mix plant transporting the mix, spreading the same by paver

finisher and consolidation as per MORTH specification including

cost of all materials, fuel, labours, tools and plants etc. using

contractor's own drum mix plant etc. complete.

41 Providing and laying 37.50 mm thick compacted B.M. using stone 223.00 M.T. 2694.68

chips 0.66 Cum/1 M. ton mix as per gradation with Asphalt VG-30

for tack coat @ 2.50 kg./10 Smt. on B.T. surface and asphalt

grade VG-30 for mixing @ 34 kg/M.Ton (i.e. 3.40% of mix)

including heating the and aggregate by continuous batching drum

mix plant, transporting and mixed material and spreading the

same by paver finisher and consolidation by vibratory roller of

KN to 100 Kn static weight including the cost of labour oil,

lubricants etc. using contractors own machineries and plant.

42 Providing and laying bituminous seal coat with stone chips 6 to 10 74.00 M.T. 2921.93

mm size 0.18 Cmt/10 smt i.e. using 0.66 cmt aggregate per M.T

mix using asphalt VG-30 @ of 4.50% of mix including heating the

asphalt and aggregate by continuous batching drum mix plant and

paver finisher and consolidating by vibratory roller including

providing equipment, tools, plant, firewood, oil, kerosene, labour

charges etc. using the contractors own machinery and plant.

43 Providing and fixing Guard stone as per I.R.C. type design 25.00 No. 103.56

including white washing etc. complete (ii) Fixing in earth.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Regulatory / Mandatory signs : Providing and fixing sign boards 2.00 No. 3439.81

made out of 2mm aluminium sheet size 60cms. diameter circle as

per the design of IRC-67-1977 pre treated with phospheting

process & acid eteching, coated with one coat of epoxy primer

and two coats of best quality epoxy paint, reflectorised with retro

reflective 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, 75 x 75 x 6mm 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 etc.

complete under the supervision of engineer in charge. (A)

Engineer Grade (VR)

45 Hazard Marker Sign :- Providing and fixing sign board made out of 4.00 No. 2423.74

2mm aluminium sheet size 90 x 30 cms. rectangle as per the

design / drawing attached (IRC) pretreated with phospheting &

acid etching, coated with one coat of epoxy primer and two coats

of best quality epoxy paint reflectorised with retro reflective

sheeting as per latest M.O.S.T. specification, 3.1m long stand

post and frame fabricated from suitable size iron angle of 35 x

x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings.

The fixing at site shall be in 1:2:4 C.C. 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

46 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06

aluminium sheet size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pretreated with phospheting process & acid etching,

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

epoxy paint reflectorised with retro reflective 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, 75 x

x 6mm 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 etc. complete under the supervision of

Engineer in charge. (A) Engineer grade (VR).

47 Road marking with hot applied thermoplastic paints with 109.00 Sq.m. 367.72

reflectorising glass beads on bitumen surface providing and laying

a hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm 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 patta lane / center line /

edge line/cut patta. The white colour marking should provide

luminance coefficient on cement road shall be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during

the service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and

skid resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

48 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 41.00 No. 326.23

Raised Pavement Markers made of polycarbonate 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

kgs. tested in accordance to ASTM D 4280 Type - H and

complying to Specifications of Category A of MORTH Circular No.

RW/NH/33023/ 10-97 DO III Dt 11.06.1997. The height, width and

length shall not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope to

the base shall be 35 +/- 5 degree. The strength of detachment of

the integrated cylindrical shanks, (of diameter not less than 19 +/-

2 mm and height not less than 30+/- 2 mm) from the body is to be

a minimum value of 500 Kgs. Fixing will be by drilling holes on the

road for the shanks to go inside, without nails and using epoxy

resin based adhesive as per manufacturer's recommendation and

the color of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

49 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 200.00 Rmt. 2996.67

a "W" metal beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road

level, all steel parts and fitments to be galvanised 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 150 x 75 x 5 mm, 330 mm long complete as per clause

810) with necessary excavation of post, providing levelling course

M-10 (Size 0.65 x 0.65 x 0.10m) & foundation concrete in M-200

(size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x 0.70) as per requirement and

instruction from Engineer in charge.

50 Dismentaling the existing structure including removing and 227.00 Cum 930.35

stacking the dismentelled materials as and where directed. (A)

R.C.C. work.

51 Dismentaling the existing structure including removing and 713.00 Cum 409.22

stacking the dismentelled materials as and where directed. (B)

Rubble Masonry.

52 Excavation for foundation upto 1.50 mt. depth including sorting out 360.00 Cum 253.88

and stacking of useful material and disposing off the excavated

stuff within all lead and lift for all sorts of soil.

53 Providing and filling in foundation with ordinary cement concrete 54.00 Cum 3327.08

M-100 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

54 Providing and casting in situ ordinary cement concrete M-150 mix 585.00 Cum 3327.08

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

‘V‘ grooves (A) Height from 0.0 to 5.0 mt.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

55 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 3.30 M.T. 83405.64

reinforcement including providing fusion epoxy coating not less

than 175 micron thickness and upto 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M including testing of

coating at plant and all taxes and transporting to the site from

factory, cutting, bending and tying complete as per detailed

drawing and specification (A) R.C.C. Kerb. (B) R.C.C. Footpath

(C) R.C.C. Approach slab (D) Wearing Coat.

56 Filling available excavated earth (excluding rock) in trenches, 360.00 Cum 136.92

plinth, sides of foundation etc. in layers not exceeding 20 cm. in

depth consolidating each deposited layers by ramming and

57 Providing & laying weep hole in abutments and returns by using 460.00 No. 186.08

P.V.C. 10 Kg/Sqcm pipe of 110mm dia. including laying in proper

grade and jointing the completed as per detailed specification.

58 Providing the diversion by proper means i.e. in proper grade, 460.00 Rmt. 748.26

camber and approach etc. for easy passing of traffic including

providing necessary sign board, making etc. and maintaining the

same during the period of work up to completion of work.

Total Rs.

i.e. Rs. Five Crore, Two Lacs, Fifty Seven Thousand, Seven hundred Twenty Eight and Eighty Seven paisa

I/We am/are willing to carry out the work @ ______________ % 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 put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

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.

5. Credit for 70% materials to be reused and dismantalled materials of amount of Rs. 16,33,886.18 must be

recovered from 1st R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Mandvi Bhuj-Kutchchh Bhuj-Kutchchh