Box Culvert

No. Figure Amount

1 Excavation in hard murrum and boulders and very stiff or sticky, 1764.00 Cum 596.77

clays and other similar strata including shoring and strutting and

dewatering as necessary and disposing of the excavated stuff as

2 Providing and filling in foundation with ordinary cement concrete M- 137.00 Cum 3677.41

150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

3 Providing and casting in situ controlled cement concrete M-200 for 87.00 Cum 4443.14

R.C.C. Raft and cut-off walls including necessary shuttering, laying,

vibrating, ramming and curing complete.

4 Providing and casting in situ controlled cement concrete M-250 for 97.00 Cum 4549.04

R.C.C. Raft and cut-off walls including necessary shuttering, laying,

vibrating, ramming and curing complete.

5 Providing and casting in situ controlled cement concrete M-250 mix 120.00 Cum 4361.18

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing etc. complete

without grooves (Height from 0.0 to 5.0 mt.}

6 Providing and casting in situ controlled cement concrete M-250 for 81.40 Cum 5297.45

R.C.C. solid slab including centering, scaffolding curing and finishing

7 Providing and casting in situ controlled cement concrete M-400 for 19.53 Cum 5547.93

average 75 mm. thick wearing coat laid as directed including

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

bituminous complete.

8 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 59.36 M.T. 84021.90

reinforcement with fusion bonded epoxy coating not less than

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

IS-13620-1993/ASTM-775 M including testing of coating at plant

and all taxes, cutting, bending, hooking and tying complete as per

detailed drawings for the following. (A) Piers (B) Abutments (C)

R.C.C. Returns.

9 Providing & laying weep hole in abutments and returns by using A.C. 475.00 No. 84.63

pipe of 100mm including laying in proper grade and jointing the

completed as per detailed specification.

10 Providing and laying Fitter Media 600mm thick directed at the back 439.00 Sq.m. 1209.85

of abutments, returns and wing walls as per detailed specifications.

11 Providing Pre-moulded asphalt filler joints as per drawings. (A) 14.00 Sq.m. 703.53

12 Dismentaling the existing structure including removing and stacking 72.00 Cum 399.49

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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

13 Excavation for foundation upto 1.5 m depth including sorting out and 88.00 Cum 262.52

stacking of useful materials and disposing off the excavated stuff

with all lead and lift (C) Hard Murrum

14 Excavation for foundation for depth from 1.5 m to 3.0 m including 88.00 Cum 280.38

sorting out and stacking of useful materials and disposing off the

excavated stuff with all lead and lift (C) Hard Murrum

15 Excavation for foundation for depth from 3.0 m to 5.0 mt. including 117.00 Cum 292.87

sorting out and stacking of useful materials and disposing off the

excavated stuff with all lead and lift (C) Hard Murrum

16 Excavation for foundation for depth more than 5.0 mt. including 64.00 Cum 322.64

sorting out and stacking of useful materials and disposing off the

excavated stuff with all lead and lift (C) Hard Murrum

17 Providing Diversion of road 7.00mt width (having 12.00 mt. 150.00 Rmt. 14925.78

formation width) for the structure by providing & spreading earth

work, 200 mm GSB, 100mm WMM, DBM & BC with side shoulder

and loose pipe with necessary road furniture. The length of road is

depend on site condition etc. as directed by Engineer in charge.

18 Clearing and grubbing road land including uprooting rank vegetation 0.11 Hect. 28455.09

grass bushes, shrubs, sapling and trees girth up to 300 mm removal

of stumps of trees cut earlier and disposal of unserviceable

materials (C) By mechanical means in area of light jungle.

19 Earthwork for embankment including breaking clods, dressing with 279.00 Cum 162.58

all lead and lift and including 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

T to 10 T. (C) From Borrow area within all lead and lift.

20 Rolling and watering of earthwork in layers with power roller 2276.00 Cum 22.73

including filling in depressions which occur during the process.

21 Box cutting the road surface to proper slope and camber for making 567.00 Cum 106.81

a base for road work including removing the excavated stuff and

depositing on the road side slope as directed within all lead and lift.

(including existing B.T. surface, Wetmix and GSB surface)

22 Providing and laying 80 mm thick compacted of specified quarry 35.00 Cum 1244.32

spall in side shoulder including carriage of material and spreading

on prepared base including compacting as per MOST specification

etc. complete.

23 Construction of 200 mm thick compacted Granular Sub Base 303.59 Cum 1715.99

(Grade -V, Crushed B.T. material of 53 mm to 26.50 @ 35%.

mm to 4.75 mm @ 50% and Below 2.36 mm @15%) by providing

close graded material mixing in mechanical mix plant at OMC

carriage of material to work site spreading uniform layers with

mortar grader on prepared surface and compacting with vibratory

power roller to achive desire density complete as per Clause

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

24 Providing and laying wet mix macadam (WMM) in two layer of each 283.69 Cum 1822.04

125 mm using machine crushed black trap aggregate of 40 to

mm size in the material with water OMC in mechanically mix (pug

mill) carriage of mix material by contractor's own tipper to site of

work including laying, spreading and compacting in sub base, base

course on well prepared under base of compacting as per MOST

specification to achieve the desired density (Mechanically laid).

25 Providing and spraying of Priming coat using slow setting asphalt 1121.00 Sq.m. 101.00

emulsion (SS-1) on Water bound macadam / Wet mix macadam at

the rate of 7.50 kg Per 10 sqm. complete including cleaning the

surface with all cost of labour & material.

26 Providing and laying 50 mm Dense Bituminous macadam (DBM) in 132.00 M.T. 5281.29

single layer with B.T. aggregate as per M.O.R.T.&H. specification

with tack coat RS1 2.5 kg/10 sqm and bulk asphalt VG-40 for mixing

@ 45.00 Kg./M.T. i.e. 4.5% of total weight of mix of asphalt weight

including heating and mixing the aggregate and asphalt in

continuous of drum mix plant and hot laid process spreading the

same by paver finisher and consolidation with roller as per M.O.R.T.

& H specification to achieve desired density, including providing all

materials equipments, tools and plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor's own machinery

drum mix plant and paver finisher etc. complete.

27 Providing and laying 30 mm thick Bituminous Concrete with B.T. 82.00 M.T. 5837.80

aggregate as per M.O.R.T.&H and asphalt grade VG-40 for mixing

@ 54.00 Kg./M.T. i.e. 5.4% by weight of total mix including heating

and mixing the aggregate and asphalt by continuous of drum mix

plant and hot laid process laying with paver finisher and

consolidation with vibratory roller as per M.O.R.T.&H specification to

achieve desire density, including cost all materials equipments, tools

and plants, oil, kerosene, firewood, labour charges etc. complete

using contractor's own machineries drum mix plant and paver

finisher etc. complete.

28 Cautionary Warning Sign :- Providing and fixing sign boards made 6.00 No. 5077.27

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

panel) size 90 x 90 x 90 cms. equilateral triangle 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 reflective

sheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.6mtr 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 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 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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

29 Road marking with hot applied thermo plastic paint with 66.00 Sq.m. 367.72

reflectorising glass bend on bitumen surface. Providing and laying of

hot applied thermo plastic compound 2.5mm thick including

reflectorising glass beads @ 250 gms. per Sqmt. area thickness of

2.5mm is exclusive 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 color line should provide luminance

coefficient on cement road shall be min 130 mcd/m2/lux and asphalt

road shall be min 100 mcd/m2/lux during the service life curing day

time the marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in the

section of IRC 15:2015. Warranty for retro reflectivity shall be two

30 Cat Eye / Road Stud / RPM : Supplying of Molded Twin Shanks 38.00 No. 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering the

lens face and shall support a load of 13635 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 Kgf. 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 manufacturers recommendation and the

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

directed by Engineer-in-charge.

31 Hazard Marker sign : Providing and fixing sign boards made out of 8.00 No. 3666.30

2mm aluminium sheet / 4mm ACP (Alluminium composite panel)

size 90 x 30cms. rectangular as per the 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 high intensity prismatic grade retro reflective

sheeting of Type-11 as per ASTM D-4956 and latest M.O.R.T.H.

specifications, 1.8 mt. long stand post and frame fabricated from

suitable size of iron angle 75 x 75 x 6mm / 65NB Circular MS pipe

as required and frame fabricated from suitable size iron angle of

x 35 x 3mm, 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 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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

32 Regulatory / Mandatory sign :- Providing and fixing signboard made 2.00 No. 4618.73

out of 2mm aluminium sheet / 4mm ACP (Alluminium composite

panel) size of 60cm diameter circle 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 high intensity prismatic grade retro reflective

sheeting of Type-11 as per ASTM D-4956 and latest M.O.R.T.H.

specifications, 3.6 m long stand post of iron angle 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 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 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.

33 Metal Beam Crash Barrier :- Type - A, "W" : Metal Beam Crash 444.00 Rmt. 3354.21

Barrier (Providing and erecting 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 mhigh, 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 811)

34 Providing and casting in situ controlled cement concrete M-300 for 349.00 Cum 4707.61

R.C.C. Raft and cut-off walls including necessary shuttering, laying,

vibrating, ramming and curing complete.

35 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 31.41 M.T. 84021.90

reinforcement with fusion bonded epoxy coating not less than

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

IS-13620-1993/ASTM-775 M including testing of coating at plant

and all taxes, cutting, bending, hooking and tying complete as per

detailed drawings for the following for well :- curb, staining, cap and

36 Providing and casting in situ controlled cement concrete M-300 for 267.00 Cum 5313.61

R.C.C. return as per drawings including centering shuttering,

scaffolding where necessary, laying, vibrating, curing and finishing

complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3)

RCC return

37 Providing and casting in situ controlled cement concrete M-300 for 75.00 Cum 5628.73

R.C.C. return as per drawings including centering shuttering,

scaffolding where necessary, laying, vibrating, curing and finishing

complete. (B) Height from 5.0 to 10.0 M. (1) Piers (2) Abutment (3)

RCC return

38 Excavation for foundation upto 1.5 m depth including sorting out and 63.00 Cum 247.85

stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

39 Providing and filling in foundation with ordinary cement concrete M- 7.00 Cum 3306.85

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

40 Providing & casting in situ ordinary cement concrete M-150 mix and 84.00 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating and finishing concrete without v-grooves (A) 0 to

TOTAL Rs.

i.e. Rs. Two Crore Twenty lacs Five hundred Seventy Five and SixtyThree paisa only

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. The Contractor will have to submit the mix design for different grades of cement concrete at his own cost

before execution as directed and to be approved from the Engineer in charge.

6. Credit for 70% materials to be reused and dismantalled materials of amount of Rs. 15,68,286.90 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 order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Dist. (R & B) Sub Division No. 1, Dist. (R & B) Division, Dist. (R & B) Division,

Vadodara Vadodara Vadodara