Construction of Box Culvert at Sharda Navi Vasahat Road Ch. 0/200 to 0/400 Ta. Umarpada Dist. Surat

No. figures Amount

1 Providing flood gauge marks on sub structure as per design 15.00 Rmt 167.04

including painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 28.00 Steps 235.52

3 Providing and laying filter media 600mm as directed at the back of 255.00 Smt 1311.19

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

4 Providing and filling sand behind abutment & between returns in 814.00 Cum 504.43

layers as directed.

5 Excavation for foundation in sand, gravel, clay soft soil & murrum 2500.00 Cum 526.15

etc. including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed depth upto 3.0 mt. within

all lead and lift.

5A Excavation in large boulders and soft rock by welding including 579.00 Cum 467.69

sorting strutting and dewatering as necessary and disposing off the

excavated stuff as directed.

6 Providing and filling in foundation with ordinary cement concrete M- 268.00 Cum 3695.35

15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

7 Diversion of water course, providing cofferdam and bund or island as 5.00 Each 50500.00

may be necessary for foundation and maintaining the same for the

period as may be necessary (B) Diversion by cofferdam / island.

8 Providing & casting in situ design mix concrete M-30 for R. C.C. 874.25 Cum 4610.24

Bottom Slab, Return Wall footing, Key etc. including necessary

shuttering, laying, vibrating, ramming and curing complete.

9 Providing and placing in position reinforcement grade I.S.I. mark Fe- 222.99 M.T. 73666.53

500D for following items including cutting, bending, hooking, tying

etc. complete as per detailed drawings and specifications for R.C.C.

footing for Pier, Abutment and Footing Pad for Return Wall (A) Outer

Wall, Inner Wall, Side Wall, Return Wall (A) Solid slab type of

superstructure (A) R.C.C. Approach slab (C) Wearing coat & pier,

Abutments, Abutment cap, pier cap, seismic arrester, pedestal.

10 Providing and laying weep holes in abutment and returns by using 255.00 Each 89.21

A.C. pipes of 100 mm. including laying in proper grade and jointing

the completed as per directed specification.

11 Providing and casting in situ controlled cement concrete M-30 for 770.00 Cum 5217.46

R.C.C. work in outer wall, inner wall, return wall as per drawing

including centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete. (A) Height from 0.0 mt. to

12 Providing and casting in situ controlled cement concrete M-30 for 60.00 Cum 5540.05

R.C.C. work in outer wall, inner wall, return wall as per drawing

including centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete. (B) Height from 5.0 mt. to

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

13 Providing and casting in situ controlled cement concrete M-30 for 548.36 Cum 5347.82

R.C.C. work in Top Slab including centering, ramming, vibrating,

curing and finishing complete.

14 Providing and casting in situ controlled cement concrete M-40 for 78.45 Cum 5660.71

average 100mm thick wearing coat laid as directed including

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

etc. complete.

15 Provision of an Reinforced cement concrete crash barrier at the 209.20 Rmt. 1474.60

edges of the road, approaches to bridge structures and medians,

constructed with M-40 grade concrete 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 4 June 1994 as per dimensions in the

approved drawing and at locations directed by the Engineer, all as

specified.

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

grating as per detailed drawing including placing etc. complete.

17 Providing and fixing marble slab including engraving and painting 2.00 No. 1012.65

complete. (A) size 75 cm x 60 cm x 4 cm.

18 Providing and casting in situ controlled cement concrete M-30 for 22.68 Cum 5148.82

approach slab including form work, curing and finishing etc.

19 Providing and laying rubble for apron (each stone weight not less 147.42 Cum 1083.82

than 40 kg.) including packing and filling in the interstices with quarry

20 Providing Designing Supplying and Installation of extruded Bi-Axial 913.50 Sq.m. 141.40

Polypropylene 40 kn GeoGrid including all labours & etc. complete.

21 Providing Pre-moulded asphalt filler joints as per drawings. (A) 12mm 40.32 Sq.m. 703.53

22 Dismentaling the existing structure including removing and stacking 420.00 Cum 955.41

the dismentelled materials as and where directed. (A) R.C.C. work.

23 Providing fusion bonded Epoxy coating not less than 175 micron 89.20 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per

IS13620-1993/ASTM-775 M including testing of coating at plant and

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

24 Providing fusion bonded Epoxy coating not less than 175 micron 133.80 M.T. 7296.24

thickness and up to 300 micron to reinforcement bars as per

IS13620-1993/ASTM-775 M including testing of coating at plant and

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

25 Earth work for embankment including breaking clods, dressing with 3941.20 Cum 177.92

all lead and lift including watering, rolling and consolidation of sub

grade in layer and consolidation of sub grade in layers at O.M.C. to

required dry density including filling the depressions which occur

during the process using vibratory roller 8 t to 10 t (C) from borrow

area within all lead and lift.

26 Clearing and grubbing of road land including uprooting trunk 1.08 Hect. 28455.10

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

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

unserviceable materials and stacking of serviceable materials to be

used or auctioned upto a lead of 1000 meters including removal and

disposal of top organic soil not exceeding 150mm thickness (C) by

mechanical means in area of light jungle.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Supplying stacking & spreading Hard Murrum 100 mm below sub 153.00 Cum 501.97

base and 100 mm for side shoulder of work as per specification and

borrow material with min. CBR of 18% laid and compacted over.

Compacted of native soil of min. CBR of 1.8% (including speeding,

watering and consolidation) with vibratory roller exceeding 80KN and

not exceeding 120 KN etc. complete.

28 Construction of granular sub-base (GSB-V) 150 mm thick layer by 303.00 Cum 1160.49

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.

29 Providing & laying spreading and compacting stone aggregate 53 426.00 Cum 1224.12

mm to 22.4 mm size to W.B.M. 75 mm thick in three layers including

spreading in uniform thickness, hand packing, rolling with vibratory

roller 8 to 10 tonnes to proper grade and camber, applying and

brooming requisite type of screening/ binding/ filler materials to fill up

the interstices of coarse aggregate, watering and compacting to the

required density. Grading II using screening type A (13.2 mm stone

aggregate)

30 Providing and laying priming coat with emulsion SS-1 grade and 1783.00 Sq.m. 93.70

spraying emulsion with spray set fitted on mechanical bouzer using

emulsion at the rate of 7.50 kg/10 smt on WMM surface including

cleaning the surface etc. complete.

31 Providing and laying bituminous base course 37.5 mm thick 130.00 M.T. 2618.49

compacted with tack coat of emulsion grade RS1 at the rate of

Kg./10 Sqmt. and using B.T. stone aggregates of required gradation

and asphalt (VG-30) grade for mixing @ 1.99 % by weight of total

mix 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.

32 Providing and laying 50 mm thick compacted B.M. in single layer 189.00 M.T. 3562.03

with B.T. aggregate as per MORT&H specification using emulsion

grade RS1 for tack coat at 2.5 Kg./10 Sq.mt. with mechanical

sprayer and bitumen grade VG-30 for mixing at the rate

Kg/M.T. i.e. 3.40% of total mix 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

33 Providing and laying 25 mm thick compacted Semi Dense 69.00 M.T. 4391.27

Bituminuous Concrete using stone chips as per MORT&H gradation

& 60/70 (VG-30) grade asphalt for mixing @ 5.0% by weight of total

mix for binder 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Road marking with hot applied thermoplastic paints with 46.00 Sq.m. 367.73

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 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.

35 Cat Eye/ Road Stud/ RPM : Supplying Raised Pavement Markers 46.00 No. 217.41

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 13635 kgs. tested in accordance to ASTM D4280

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 13 sqcm on each side and the slope to

the base shall be 35+/-5 degree. The body of the marker should

having finger grip for easy and accurate placement and application

with epoxy / bituminous adhesive as recommended by the

manufacturer of the marker. The colour of the marker should be as

per the IRC 35-2015 and as directed by Engineer-in-charge.

36 Direction sign (Junction board) :- Providing and fixing sing boards 2.00 No. 14831.71

made out of 2mm aluminium sheet size 244 x 122cms. rectangle as

per the 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 reflective 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 ironangle of 50 x 50 x 5mm, 75 x 75 x

6mm as required; 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)

37 Cautionary Warning Sign :- Providing and fixing sign boards made 2.00 No. 3808.66

out of 2mm aluminium sheet; 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 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 60 Cms. for each leg

including excavation, curing etc.complete under the supervision of

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

38 Informatory Signs :- Providing and fixing sign boards made out of 2.00 No. 3856.90

2mm aluminium sheet size 80 x 60cms. rectangle as per the 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 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 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)

39 Hazard Marker Sign :- Providing and fixing sign boards made out of 2.00 No. 2423.74

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

design/drawing attached (IRC) 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 &

x 50 x 5mm painted with best quality epoxy coatings. 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)

40 Providing and fixing Hectometer as per I.R.C. type design including 2.00 No. 356.50

painting, lettering etc. complete (ii) Fixing in C.C. 1:5:10.

41 Providing and fixing Guard stone as per I.R.C. type design including 20.00 No. 350.81

white washing etc. complete (ii) Fixing in C.C. 1:5:10

42 Excavation for foundation upto 1.50 mt. depth including sorting out 203.00 Cum 260.57

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for Dense or hard soil.

43 Providing and laying rubble Gabion (each stone weight not less than 736.00 Cum 1083.82

40 Kg) including hand packing and filled in the interstices with quarry

44 Providing and Supplying of Mechanically Woven, Double Twisted, 736.00 Cum 1212.00

Hexagonal wire mesh Zinc+ PVC Coated Gabion boxes, Mesh

opening Type : 10 x 12, Wire dia: 2.7/3.7 mm, Selvedge wire dia:

45 Providing, supplying and installation of 200 GSM Non Woven 552.00 Sq.m. 45.45

Geotextile needle punched, polypropylene material having minimum

roll size of 5 mt. x 100 mt. including all labours etc. complete.

46 Providing and laying rubble pitching of 22.50 cm. thick with filling the 981.00 Sq.m. 618.03

sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and

cms. x 30 cms. panel wall as per the detailed drawing with

necessary excavation and providing water chutes of C.C. 1:3:6 at

24.00 mt. C/C providing pointing on rubble pitching in C.M. 1:3 etc.

47 complete.

Providing and erecting a 'W' type metal beam crash barrier 40.00 Rmt. 3496.62

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 mt centre to centre, 1.8 mt height, 1.1 mt

below ground / road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to confirm to I.S 1367 and

I.S 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

48 Providing Designing Supplying and Installation of extruded Bi-Axial 728.00 Sq.m. 111.10

Polypropylene 30 kn GeoGrid including all labours & etc. complete.

49 Supplying and fixing reinforced concrete heavy duty non-pressure 20.00 Rmt. 3469.26

pipes with collars for culvert carrying heavy traffic as per IS: 458-

1991 spcifications including setting the pipes in C:M 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

diameters 900 mm dia.

50 Supplying and fixing reinforced concrete heavy duty non-pressure 90.00 Rmt. 5560.01

pipes with collars for culvert carrying heavy traffic as per IS: 458-

1991 specifications including setting the pipes in C:M 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

diameters 1200 mm dia.

Total Rs.

i.e. Rs. Four Crore, Twelve Lacs, Thirty Eight Thousand, Six hundred Four and Ten 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 all required mix design at his own cost before execution as directed and to

be approved from the Engineer in charge.

6. Credit for Diversion & existing bridge dismantalled materials of amount of Rs. 8,79,408.78 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,

Mangrol Surat Surat