Construction of Minor Bridge on Bavka-Madiya-Dungari Pander Faliya Road at Ch. 0/900 Ta. Dahod Dist. Dahod

No. figures Amount

1 Box cutting the road surface to proper slope and camber for 1168.00 Cum 112.02

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed within all

lead and lift.

2 Providing, laying and spreading Granular sub base (Grade-I) by 508.00 Cum 801.94

providing close graded MCBT material in single layer with motor

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

rotavator at OMC and compacted with vibratory roller 80 to

KN static weight to achieve desired density etc. completed.

3 Providing & laying compacted WBM Grading-II using MCBT metal 320.00 Cum 1135.24

of size 53mm to 22.4mm in required layers including using 24%

stone screening, 11.2mm size and 8% stone dust as filler

including spreading, watering and consolidation by vibratory roller

as per MORTH specification etc complete as directed by engineer

in charge.

4 Earthwork for embankment including breaking clods, dressing 8120.00 Cum 196.49

with all lead and lift including rolling with power roller, watering

and consolidation from borrow pits within land width with all lead

5 Providing and laying quarry spaull of approved quality including 48.00 Cum 502.98

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

6 Citizen's Information Board : Providing and fixing of typical 2.00 No. 23703.69

information board as per instruction. Two M.S. plate of 1.6mm

thick of 900mm x 750mm size fixed at top and bottom duly welded

with M.S. angle with angles of 25 x 25 x 5mm thick M.S. plate

shall be welded by two vertical M.S. flat and four horizontal M.S.

flats 5mm thick to 75mm x 75mm of 12 SWG square tube posts

duly embedded in cement concrete M-15 grade C.C. blocks of

600 mm x 600mm x 750mm below ground level. Painting new

letters and figures of any shade with ready mixed synthetic

enamel paint of superior quality in required shade and coloured,

all sections of frame joints and steel tube will be painted with

primer and two coats of epoxy paint as per drawing clause 1701 &

Annexure 1700.1 (10.16).

7 Road marking with hot applied thermoplast compound with 70.00 Sq.m. 367.72

reflectorising glass beads on bituminous surface and laying of hot

applied thermoplastic compound 2.5mm thick including

reflectorising glass beads @250 gms/sqmt area, thickness of

surface applied glass beads as per IRC 35. The finish surface to

be level uniform free from streaks and holes.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

8 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 400.00 Rmt. 3496.62

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

9 Cautionary Warning Sign :- Providing and fixing sign board made 20.00 No. 3808.66

out of 2mm aluminium sheet size 90 x 90 x 90 cms equilateral

triangle as per the design of IRC-67-1977. Pre treated with

phospheting process and acid etching coated with one coat of

epoxy primer and two coats of best quality epoxy paint,

refloctrorized with retro reflective sheeting as per the latest

M.O.R.T.H. specification, 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x

x 6 mm; painted with best quality epoxy coating 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 60 cms for each leg, including

excavation curing etc. complete under the supervision of Engineer-

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

10 Informatory Warning Sign :- Providing & fixing sign boards made 15.00 No. 3856.90

out of 2mm aluminium sheet size 80 x 60 cms as per design of

IRC 67-1977. Pre treated with phospheting process and acid

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

best quality epoxy paint, refloctrorized with retro reflective

sheeting as per the latest M.O.R.T.H. specification, 3.1 mt. long

stand post and frame fabricated from suitable size iron angle of

35 x 35 x 3 mm, 75 x 75 x 6 mm; painted with best quality epoxy

coating 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 60 cms

for each leg, including excavation curing etc. complete under the

supervision of Engineer-in-charge. (A) Engineer grade (VR).

11 Supplying and fixing Cat eye (Stimsonite) made out from Acrilo 74.00 No. 375.72

beautile sterine injuction high compressed molding with reflector

made of MMC (Prismatic type of size 12 cms x 6 cms x 2.5 cms)

provided with bituminous adhesive 100 g. with each unit for fixing

(Engineer grade).

12 Providing and laying in foundation with ordinary cement concrete 315.00 Cum 3207.71

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

13 Providing and casting in situ controlled cement concrete M-250 560.00 Cum 5433.80

mix with Trimix C.C. Road laid as directed including vibrating,

curing and filling in joints with bitumen complete.

14 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D / 500D 10000.00 Kg. 77.29

reinforcement for R.C.C. work including binding, bending and

placing in position complete upto floor two level.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Supplying, fixing and joining reinforced concrete heavy duty non- 40.00 Rmt. 1053.39

pressure pipes carrying Indian Railway standard with collars for

culverts carrying heavy traffic as per Indian Railway standard

specification including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slopes) of I.S. class NP4 of

300mm internal diameter.

16 Excavation for foundation up to 1.50 mt. depth including sorting 480.00 Cum 125.86

out and stacking of useful material and disposing off the

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

17 Providing and casting in situ ordinary cement concrete M-150 mix 384.00 Cum 3784.47

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-groove (A) height 0.0 to 5.0 mt.

18 Filling available excavated earth (excluding rock) in trenches, 240.00 Cum 137.47

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

19 Providing and laying filter media 600 mm thick as directed at back 438.69 Sq.m. 1268.86

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

20 Providing and filling sand behind abutment & between returns in 1118.56 Cum 478.82

layers as directed etc. complete.

21 Providing and laying pitching on slopes laid over prepared filter 7.52 Cum 1004.98

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and technical

specifications. (Stone / boulder)

22 Providing and laying Filter material underneath pitching in slopes 3.76 Cum 1268.86

complete as per drawing and Technical specification.

23 Providing anticorrosive treatment to HYSD reinforcement with 117.86 M.T. 6206.45

fusion bonded epoxy coating (FBEC) (To be taken as per the

prevailing market rates)

24 Excavation for foundation in sand, gravel, clay soft soils and 982.91 Cum 523.28

murrum etc. including shoring, 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.

25 Providing and casting in situ ordinary cement concrete M-150 for 58.31 Cum 3651.84

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

laying, vibrating, ramming and curing complete.

26 Plain / Reinforced cement concrete in open foundation complete 162.12 Cum 5411.91

as per drawing and technical specifications. (b) M-35 grade.

27 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 117.860 M.T. 73600.17

reinforcement including cutting, bending, hooking and tying

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

cap & dirt wall (B) Pier cap.

28 Providing and laying pitching on slopes laid over prepared filter 213.360 Cum 1051.41

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and technical

specifications.

29 Providing and laying plain cement concrete / Reinforced cement 392.60 Cum 5728.64

concrete in sub structure including form work but excluding the

cost of reinforcement complete as per drawing and MORTH

specification 1500, 1700 & 2200. (d) M-35 grade.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

30 Providing and laying weep hole in brick masonary / Plain / 372.00 No. 49.25

Reinforced concrete abutment, wing walls / return wall with

mm dia. A.C. pipes, extending through the full width of the

structure with slope of 1V:20 Ht. onwards drawing etc. complete

as per drawing and technical specifications.

31 Providing and laying Reinforced cement concrete in M-35 deck 201.60 Cum 7652.91

slab over M.S. beams including form work but excluding the cost

of reinforcement complete as per drawing and MORTH

specification 1500, 1700 & 2300. (Solid slab).

32 Providing premoulded asphalt filler joints as per drawings (A) 26.88 Sq.m. 703.53

33 Providing P.V.C. 100mm diameter water spout including 7.00 No. 159.37

necessary iron grating as per drawings.

34 Providing and laying cement concrete wearing coat M-30 grade 29.30 Cum 5141.51

including reinforcement complete as per drawing and technical

specifications.

35 Reinforced cement concrete crash barrier (Provision of an 80.00 Rmt. 4547.02

Reinforced cement concrete crash barrier at the edges of the

road, approaches to bridge structures and medians, constructed

with M-400 grade concrete with TMT Corrosive Reinforcement

Steel (CRS) 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 directed by

the Engineer, all as specified).

36 Providing and laying plain cement concrete levelling course under 9.99 Cum 4583.42

the approach slab complete as per drawing and MORTH

specification 1700, 2100 & 2700. (a) M-15 grade.

37 Reinforced cement concrete approach slab including 19.98 Cum 4999.67

reinforcement and form work complete as per drawing and

Technical specification.

38 Providing flood gauge marks on sub structure as per design 7.34 Rmt 166.90

including painting as directed etc. complete.

39 Providing masonary steps with cement pointing on approaches as 38.00 Steps 235.99

40 Providing and casting in situ controlled cement concrete M-25 for 11.04 Cum 4566.33

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

vibrating, ramming and curing complete.

41 Supplying and fixing reinforced concrete heavy duty non-pressure 53.00 Rmt. 4710.56

pipes with collars for culverts including setting and joining the

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

class NP-3 of 900mm internal diameter.

42 Providing, laying and rolling 25 mm thick open graded premixed 20.00 M.T. 2712.86

bituminous carpet with B.T. aggregate as specified and using

bitumen (VG-30) for mixing with aggregate at the rate of 3.36%

i.e. 33.60 kg/M.T. of total mix including heating and mixing in

drum mix plant and spreading the same with paver finisher and

consolidation with vibratory roller as per MORTH specification

including necessary firewood, oil, lubricants, labour charges etc.

using contractor's own drum mix plant and equipment, tools etc.

completed in accordance with the requirement of specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

43 Providing and laying seal coat with B.T. aggregate as specified 11.00 M.T. 3191.60

using aggregate at the rate of 0.18 cum/10 Sqmt and bitumen

grade (VG-30) for mixing with aggregate at the rate of 4.50% i.e.

45.00 kg/M.T. of total mix including heating and mixing in drum

mix pant, spreading the same with paver finisher and

consolidation with vibratory roller including necessary firewood,

oil, lubricants, labour charges etc. using contractor's own drum

mix plant and equipment, tools etc. complete in accordance with

the requirement of specification.

44 Providing and laying evenly tack coat using rapid setting emulsion 375.00 Sq.m. 13.64

(RS-1) materials at the rate of 2.50 Kg / 10 Sq.M. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery & equipment etc. complete.

45 Providing and laying tack coat with bitumen emulsion (RS-1) at 375.00 Sq.m. 20.50

the rate of 4.00 Kg / 10 Sq.M. on the prepare bituminous surface

etc. complete as directed with all labour and materials..

TOTAL Rs.

i.e. Rs. Two Crore Seventy Eight lacs Twelve thousand One hundred Eight and Sixty Eight 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. Credit for reused and dismantalled materials of amount of Rs. 3,65,499.40 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

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

Dahod Dahod Dahod