Bridge Work

Item No. Quantity Unit

referance to Book of specification) to estimated

quantities

1 Clearing and grubbing road land including 0.04 Hec. 28455.09

uprooting trunk vegetation, grass bushes, shrubs,

saplings and tree 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

2 Earth work for embankment including breaking 1409.90 Cum 173.67

clods, dressing with all lead and lift including

watering, rolling and consolidation of sub grade

in layers at O.M.C to required dry density

including filling the depression which occur

during the process using vibratory roller 8 to

Tonne (E) From borrow area within 3.0 Km. lead

3 Construction of granular sub-base 150 mm thick 211.00 Cum 640.34

by providing machine crushed B.T. material

satisfying MORT&H specification (Fifth revision)

of grading V including spreading in uniform layer

with 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 etc. complete.

4 Construction of granular sub-base 150 mm thick 201.60 Cum 547.42

by providing machine crushed B.T. material

satisfying MORT&H specification (Fifth revision)

of grading III including spreading in uniform

layer with 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 etc. complete.

5 Providing and laying wet mix macadam base 312.40 Cum 632.26

course 250 mm thick in two layers as per

MORTH specification using machine crushed B.T.

chips as per required gradation, mixing with

required optimum quantity of water, conveying

the mix to site of work, spreading in to grade and

camber with paver / mechanical means and

consolidation each layer with vibratory roller to

aschieve the desired density including cost of

material labour plant and equipment etc.

6 Providing and applying priming coat with 1155.00 Sqm 95.08

Emulsion SS-I at the rate of 7.50 kg/ 10 Sq.mt.

including cost of asphalt and preparing the

surface heating, and applying etc. complete.

7 Providing and laying 50 mm thick compacted B. 130.90 M.T. 3477.43

M. with B.T. aggregate as per MORT&H

specification using Emulsion grade RS-1 for coat

at 2.5 Kg./10Sq.mt. with mechanical sprayer and

bitumen grade VG-30 for mixing at the rate

34.0Kg/M.T. i.e. 3.4 % of total mix including

heating the aggregate and asphalt by Batch mix

plant and spreading the same by paver finisher

and consolidation with vibratory roller including

providing all materials, equipments, tools and

plants, oil, kerosene, fire wood, labour charges

etc. complete

8 Providing and laying 25 mm thick compacted 86.00 M.T. 4226.85

Semi Dense Bituminous Concrete using stone

chips as per MORT&H gradation & VG-30 grade

asphalt for mixing @ 5.0% by weight of total mix

for binder of bitumen including heating the

aggregate and asphalt by drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller including

providing all materials, equipments, tools and

plants, oil, kerosene, fire wood, labour charges

etc. complete

9 Providing and laying quarry spall of approved 63.00 Cum 386.83

quality including spreading, watering

consolidation with vibratory roller including

loading and unloading etc. complete.

10 Road marking with hot applied thermoplastic 72.00 Sqm 367.72

paints with reflectorising glass beads on bitumin

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 beds 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

marking should provide liminance coefficinet on

cemend road shalll be min 130 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.

11 upply and fixing cats eye (Stimsonite) made out 54.00 Nos. 375.72

of Acrilo beautile sterine injuction high

compressed molding with reflector made of MMC

(prismatic type) size 12 cms x 6 cms x 2.5 cms,

provided with bituminous adhesive 100 g. with

each unit for fixing (High Intensity grade)

12 Excavation for foundation up to 1.50 mt depth 375.00 Cum 198.92

including sorting out and stacking of useful

material and disposing of the excavated stuff up

to 50 mt. lead (1) Loose or soft soil

13 Providing and filling in foundation with ordinary 30.00 Cum 3674.07

cement concrete M.150 mix and providing

necessary vertical pin headers including form

work vibrating ramming and curing complete.

14 Providing and casting in situ controlled cement 107.00 Cum 5319.46

concrete M.250 for R.C.C. work in piers/

abutment and retaining wall as per drawing

including centering, shuttering scaffolding where

necessary laying vibrating curing and finishing

15 Providing & fixing in position FE 500D TMT bar 7.49 M.T. 73858.69

reinforcement including cutting, bending, and

tying complete as per detailed drawings (A) for

R.C.C. retaining wall

16 Providing and laying filter media 600 mm thick as 128.00 Sqm 1279.96

directed at the back of abutments, returns and

wing wall as per detailed specifications.

17 Providing and laying weep hole in abutment and 128.00 No 87.07

return by using AC pipes of 100mm diameter

with laying in proper grade and jointing complete

etc. as per detailed specification

18 Dismentalling the existing structure including 16.00 Cum 932.65

removing and stacking the dismentalled materials

as and where directed (A) R.C.C. work

19 Providing and filling in foundation with ordinary 26.00 Cum 3304.02

cement concrete M100 mix and providing

necessary vertical pin headers including form

work,vibrating, ramming and curing complete.

20 Providing and casting in-situ ordinary cement 90.00 Cum 3882.06

concrete M150 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating and finishing without V-grooves (A)

Height from 0.0 to 5 Mt.

21 Providing and fixing in position ISI mark TMT (Fe- 1.02 M.T. 73858.69

500) bar for temperature reinforcement for mass

concrete pier/abutment returns including cutting

bending and tying as required complete

22 Supplying and fixing reinforced concrete heavy 36.00 Rmt 6595.89

duty nonpressure pipes with collars for culverts

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. (vii)

1200 mm dia.

23 Providing and filling sand around the pipe 16.27 Cum 561.68

including hand packing ramming, watering,

filling measure boxes etc. complete as directed.

24 Finishing Wall with weather proof exterior 91.00 Sqm 117.40

emulsion paint on wall surface (two coats) to give

an required shape even shade after throughly

brushing the surface to remove all dirt, and

remains of loose powdered materials etc.

25 Numbering the CD work with approved paint 2.00 No. 48.26

including all materials for painting etc.

26 Providing temporary all weather diversion 50.00 Rmt 5455.01

suitable for double lane traffic during the

construction period of box culvert including

providing earthwork for embankment/Cutting as

per site requirement, providing RCC pipes of

suitable diameter in required row to drain water,

supplying, spreading and compacting 200 mm

thick GSB grade V & 200 mm thick GSB grade III

& 40 mm thick B.C. in 10.0 mt. carriageway with

providing all safety measures including red

lamps/ signals at night for traffic and maintaining

the diversion in condition till completion of work

etc.complete as directed.

Rupees Forty Two Lakhs Twenty Six Thousand Four Hundred Ninety Two and Paise Eighteen Only

Deputy Executive Engineer Divisional Accontant

Chikhli (R&B) Sub-Division Navsari (R&B) Division

Chikhli Navsari

Executive Engineer

Navsari (R&B) Division

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be

written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…4226492.18 Put to tender Rs.

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

In words ………………….……………………………. In words ………………….……………………….

*( please strike out whichever is not applicable)

Note :- 1 The Contractor shall exhibit a board as per Government Circular No. BDG/ 3277/ 1657/ N

Dated 26/1/1997 S (M.GUJ) with detailed specification and details of work and amount

involved at site without any payment as directed by the Engineer-in-charge.

Note :- 2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note :- 3 GST and Income tax TDS will be deducted at a source while making payments of bills.

Note :- 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 the reisa 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 :- 5 An amout of Rs. 1,85,689.15 ( Rupees One Lakh Hundred Eighty Five Thousand Six

Hundred Eighty Nine and Paise Fifteen Only ) towards estimated salvage value of dismantled

materials likely to be available from dismantaling the existing structures and material available

from diversion road shall be recovered from the 1st R.A. Boll of this work irrespective of the

quantity actually received on site.

Note :- 6 To be continued on additional sheet,if found necessary.

Signature of Bidder Executive Engineer

Navsari (R&B) Division,