Resurfacing of Punrajpar Baiyavo Road Ta. Lakhpat Dist. Bhuj-Kutch(7th attempt)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.80 Hect. 28393.04

vegetation grass bushes, shrubs, sapling and trees of girth up

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

of unserviceable materials and stacking of serviceable

materials as per Clause-201 (area of light density) by

mechanical means in area of light jungle.

2 Earthwork in cutting including preparing the slope and camber

and stacking or utilizing the cutting stuff in spoil bank as

directed upto 200 meters from the end of cutting with all lead

(A) Hard Murrum 480.00 Cum 248.16

3 Earth work for embankment including breaking clods, dressing 68.00 Cum 172.87

with all lead and lift (including watering and consolidation) (C)

from borrow area within all lead and lift (with minimum 6%

4 Rolling and watering of earthwork in layers with power roller 480.00 Cum 22.48

including filling in depressions which occur during the process.

5 Providing and laying compacted of specified murrum in side 150.00 Cum 379.76

shoulder including carriage of material and spreading on

prepared base including compacting as per MOST

specification etc. complete.

6 Providing and laying bituminous grout 37.5mm compacted 491.00 M.T. 2164.43

thick using B.T. stone aggregates as per required gradation

with the asphalt VG-30 grade for tack coat 2.5 Kg/10 Smt on

B.T. surface and 4.0 Kg/10 Smt on W.B.M. surface asphalt

VG-30 grade for mixing @ 1.99% i.e. 19.90 kg./ MT by weight

of mix including heating and mixing in drum mix plant

transporting the mix, spreading the same by pavers finisher

and consolidation as per MORTH specification including cost

of all materials fuels, labors, tools and plant etc. using

contractors own drum mix plant etc. completed as directed.

7 Providing and laying 37.50 mm thick compacted B.M. using 540.00 M.T. 2853.25

stone chips 0.66 Cum/1 M. ton mix as per gradation with

Asphalt VG-30 for tack coat @ 2.50 kg./10 Smt. on B.T.

surface and asphalt grade VG-30 for mixing @ 34 kg/M.Ton

(i.e. 3.40% of mix) including heating the and aggregate by

continuous batching drum mix plant, transporting and mixed

material and spreading the same by paver finisher and

consolidation by vibratory roller of 80 KN to 100 Kn static

weight including the cost of labour oil, lubricants etc. using

contractors own machineries and plant.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

8 Providing and laying bituminous seal coat with stone chips 6 to 179.00 M.T. 3120.90

10 mm size 0.18 Cmt/10 smt. i.e. using 0.66 cmt aggregate per

M.T mix using asphalt VG-30 @ of 4.50% of mix including

heating the asphalt and aggregate by continuous batching

drum mix plant and paver finisher and consolidating by

vibratory roller including providing equipment, tools, plant,

firewood, oil, kerosene, labour charges etc. using the

contractors own machinery and plant.

9 Providing and laying cement concrete 1:4:8 (1 cement : 4 183.00 Cum 2830.46

coarse sand : 8 machine crushed stone aggregates 40 mm

nominal size) and curing complete in foundation and plinth.

10 Proving and laying cement concrete grade M-20 (1-Cement : 183.00 Cum 5168.17

1.5 sand : 3 coarse aggregate 20mm nominal size) for C.C.

road and curing etc. complete including cost of formwork,

finishing the cement concrete road by Trimix process inclusive

of labour charges for trimix vaccume dewatering process on

cement concrete road by using vaccume dewatering pump,

surface floater, including chanelling and making grooves &

rough finish to surface, providing expansion joint, construction

joint including filling the joint with asphalt filler as per direction

11 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for 5.70 M.T. 76214.60

R.C.C. work including bending, binding and placing in position

complete upto two floor level.

12 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 2.00 No. 2066.08

having “[“ channel size 100 x 50 mm i.e. C.C. 1:2:4 in headwall

i.e. painting & lettering with ordinary paint colour as per

instruction of engineer in charge.

13 Providing & fixing “FLOOD WARNING POST ” on causeway / 2.00 No. 4100.40

Dip having rectangular size (1.20 mtr. x 0.90 mtr.)

Gauge thick M.S. Plate & 2.90 mtr. deep double angle 60 x

x 6 mm size including fitting the M.S. Plate in double angle

14 Providing and fixing ordinary kilometer stone of precast C.C. 2.00 No. 704.33

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including painting,lettering etc. complete

(For O.D. road V.R.)

15 Providing and fixing Hectometer stone as per I.R.C. type 8.00 No. 116.08

design including painting, lettering etc.complete (i) Fixing in

Providing and fixing Guard stone as per I.R.C. type design 50.00 No. 98.63

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

17 Direction sign (Junction board) :- Providing and fixing sign 1.00 No. 14831.71

boards 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 iron angle 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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 Regulatory / Mandatory signs : Providing and fixing sign 8.00 No. 3439.81

boards made out of 2mm aluminium sheet size 60cms.

diameter circle as per the design of IRC-67-1977 pre treated

with phospheting process & acid eteching, 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 60cms. for

each leg including excavation curing etc. complete under the

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

19 Village name/ Bump Ahead sign :- Providing and fixing sign 2.00 No. 5045.36

board made out of 2 mm alluminium sheet size 90 x 60 cms

rectangle 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

reflectorised with retro reflective sheeting as per latest

M.O.R.T.H. specifications. Letters and numerals should be as

per IRC-30-1968, 310m long (2 Nos.) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x 5 mm

painted with best quality epoxy coating 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 C.C. block of size 45 x 45 x

cms for each leg including excavation, curing etc. complete

under the supervision of Engineer-in-charge (A) Engineer

grade (VR).

20 Hazard Marker Sign :- Providing and fixing sign board made 4.00 No. 2423.74

out of 2mm aluminium sheet size 90 x 30 cms. rectangle as

per the design / drawing attached (IRC) pretreated with

phospheting & 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.

specification, 3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm

painted with best quality epoxy coatings. The fixing at site shall

be in 1:2:4 C.C. 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).

21 STOP SIGN :- Providing and fixing sing boards made out of 2.00 No. 4676.06

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

design of IRC-67-1977 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, 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 60cms. 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

22 Road marking with hot applied thermoplastic paints with 600.00 Sqm 367.72

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

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.

23 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin 223.00 No. 326.23

Shanks Raised Pavement Markers 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 D

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

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 Kgs. 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 manufacturer's

recommendation and the color of the marker should be as per

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Cautionary Warning Sign :-Providing and fixing sign boards 8.00 No. 3808.66

made 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 refiectivesheeting 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 bestquality epoxy coatings in

black and white bends. The details of symbol foreach board

shall be as per theinstruction 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

25 Dismentaling the existing structure including removing and 183.00 Cum 886.05

stacking the dismentelled materials as and where directed. (A)

R.C.C. work.

TOTAL Rs.

i.e. Rs. Fifty Eight lacs Fifty Eight Thousand Seven Hundred Thirty Two 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 dismantalled materials of amount of Rs. 54900.00 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,

Dayapar Bhuj-Kutch Bhuj-Kutch