Construction of Diversion for Reconstruction of high level major bridge on Ujjal river on Bamroli-Kantu-Sagarama Road Km. 0/00 to 11/0 (W.S. 6/300 to 6/500) (M.D.R.) Dist. Dahod

No. Figures Amount

1 Excavation for foundation including sorting out and stacking of useful 2284.00 Cum. 259.93

materials and disposing off the excavated stuff upto 50 meter lead (B)

Dense or hard soil.

2 Providing and filling in foundation as base course with ordinary cement 734.80 Cum 3207.71

concrete M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

3 Providing and casting in situ controlled cement concrete M-15 mix and 3021.00 Cum 3858.22

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete with V-grooves.

4 Providing and laying in position I.S.I. mark Fe-500D bar including galvanising 24.20 M.T. 73858.69

of reinforcing steel, is achieved by the hot dipping process. The requirements

of coating are as per IS-12594 including cutting, bending, hooking and tying

complete as per detailed drawing. (A) Retaining wall.

C = 0 Kg/Sq. ∅=30° for embankment including breaking clods dressing with

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 depressing

which occur during the process using vibratory roller 8 T to 10 T. (E) From

borrow area with all lead & lift.

6 Construction of compacted coarsed granular subbase 100 mm thick 213.10 Cum 1558.43

(Grade-I crushed B.T. materials of 53 mm to 26.5 mm @ 35%, 26.5 mm to

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

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

to work site, spreading uniform layers with motor grader on prepared surface

and compacting with vibratory power roller to achieve desire density,

complete clause as per

7 Construction of Dry Lean Cement Concrete sub- base over a prepared sub- 214.00 Cum 3027.98

grade with coarse and fine aggregate conforming to IS: 383, the size of

coarse aggregate not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per table 600-1,

cement content not to be less than 220 kg/ cum, optimum moisture content

to be determined during trial length construction, concrete strength not to be

less than 10 Mpa at 7 days, mixed in a batching plant, transported to site,

laid with electronic sensor, compacting with 8-10 tonnes vibratory roller,

finishing and curing etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

8 Construction of un-reinforced, dowel jointed, plain cement concrete 320.00 Cum 5454.00

pavement with M-25 grade concrete over a prepared subbase with cement,

coarse and fine aggregate conforming to IS-383, maximum size of coarse

aggregate not exceeding 25mm, mixed in a batching and mixing plant as per

approved mix design, transported to site, laid with electronic sensor Slip

Form paver, spread, compacted and finished in a continuous operation

including provision of contraction, expansion, construction and longitudinal

joints, joint filler,separation membrane, sealant primer, joint sealant,

debonding strip, admixtures as approved, curing compound, finishing to lines

and grades as per drawing as per IRC-15

9 Cautionary Warning Sign :- Providing and fixing sign boards made out of 4.00 No. 3906.19

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 x

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-4 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 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 warranty for 7 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.

(B) Class-B Type-4 Retro Reflective sheeting

10 Hazard Marker Sign :- Providing and fixing sign boards made out of 2.0mm 2.00 No. 3518.69

aluminium sheet / 3mm ACP (Aluminum composite panel) size 90 x 30 cms.

rectangular 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-4 as per ASTM D- 4956 and latest M.O.S.T.

specifications; 1.8mtr 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 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 warranty for 7 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.

(B) Class-B Type-4 Retro Reflective sheeting

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

11 Regulatory / Mandatory Sign :- Providing and fixing sign boards made out of 2.00 No. 3540.12

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 60 cms

dia. 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 Micro Prismatic grade retro

reflective sheeting of Type-4 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 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 warranty for 7 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.

(B) Class-B Type-4 Retro Reflective sheeting

12 Chevron Sign :- Providing and fixing sign boards made out of 1.5mm 10.00 No. 3711.75

aluminium sheet / 3 mm ACP (Aluminium composite panel) size 60 x 50 cm

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 refletive sheeting

of Type-4 as per ASTM D-4956 and latest M.O.S.T. specifications, 3.3 mtr.

long stand post of 75 x 75 x 6mm / 65 NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with

best quality epoxy coatings in black and white bends. the deails symbol or

inscription / numerals for each board shall be 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

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

supervision of engineer in charge. A warranty for 7 years for the retro

reflective sheeing 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.

(B) Class-B Type-4 Retro Reflective Sheeting.

13 Diversion Ahead Sign :- Providing and fixing sign boards made out of 2mm 2.00 No. 10671.66

aluminium sheet / 4mm ACP (Alluminium composite panel) size 180 x

60cms. rectangle 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 Micro Grade retro

reflective sheeting of type-4 as per ASTM D-4956 and latest MOST

specification; 3.1mtr. long stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm /

50 NB circular MS pipe as required and frame fabricated from suitable size

iron angle of 35 x 35 x 5mm; 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 7 years

for the Retro reflective sheeting from original manufacturer & a certified copy

of 3 years outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor

(B) Class-B Type-4 Retro Reflective sheeting

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

14 Blinkers : Providing & fixing solar power road traffic flasher / blinker (24 4.00 No. 9014.25

hour operations) having 300 mm round light source, cluster of high intensity

ultra bright LED visibility greater than 500mtr red or amber or as required.

Flashing duty cycle 50% operation for 24 hours located 3.0mtr above the

ground level on post of 80NB MS Post, design in line with IS 7537-1974

specification of road traffic signals Solar model 12 V, 20WP/124, 40W,

Battery 12 V 60Ah/12 V 110 AH. Operating temperature 0 to 50 C, Humidity

93% EH (NC) complete with Installation.

15 Supply and apply Rumble Strips Road marking with hot applied 54.00 Sq.m. 1811.94

thermoplastic paints with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic compound 8 mm thick

including reflectorising glass beads @ 250gms per sqm area, thickness of

8mm 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.

16 Cat Eye / Road Stud / RPM : Supplying of Molded Twin Shanks Raised 98.00 No. 326.23

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

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

+/- 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.

17 Road marking with hot applied thermoplastic paints with reflectorising 95.00 Sq.m. 367.72

glass beads on bitumen surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorsing glass beads@

250 gms 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 luminance coefficient

on cement road shall be min 130mcd/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 retro reflectivity shall be two years.

18 Providing and fixing post and pipe railing as per detailed drawing including 300.00 Rmt. 1212.32

3 coats of painting to steel works complete.

19 Providing and fixing guard stone as per I.R.C. type design including white 32.00 No. 106.05

washing etc. complete. (i) Fixing in earth.

20 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 1000.00 Rmt. 4491.62

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. 1000mm dia.

TOTAL Rs.

Rs. Two Crore Fifty Five lakhs Fourteen Thousand Six hundred Sixty and Ninety Two Paisa Only.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

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 mix design at his own cost before execution as directed and to be

approved from the Engineer in charge.

6. Credit for dismantalled materials of amount of Rs. 1,78,60,262.64 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

Limkheda (R & B) Sub Division, Dahod (R & B) Division, Dahod (R & B) Division,

Limkheda Dahod Dahod