Resurfacing of Aral Nani Aral Moti Aral Road Km. 0/0 to 3/30 Ta. Nakhtrana Dist. Bhuj-Kachchh under Budget Lump Provision-Year 2023-24 (Normal)(2nd attempt)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 1.30 Hect. 28393.04

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 792.00 Cum 248.16

stacking or utilizing the cutting stuff in spoil bank as directed upto

200 meters from the end of cutting with all lead and lift. (A) Hard

3 Earth work for embankment including breaking clods, dressing with 5397.00 Cum 172.87

all lead and lift (Including watering and consolidation) (C) from

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

4 Rolling and watering of earthwork in layers with power roller 792.00 Cum 22.48

including filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for 322.00 Cum 104.04

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto all lead

6 Construction of compacted Granular sub base (Grade-I, Crushed 84.00 Cum 806.99

B.T. materials 53mm to 26.5mm size @ 35%, 26.5mm to 4.75mm

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

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

material to work site, spreading in uniform layers with motor grader

on prepared surface and compacting with vibratory power roller to

achieve desired density, complete clause as per

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 75.00 Cum 1176.65

mm size including 0.27 Cu.M. stone screening & 0.08 Cu.M. stone

dust as filler including spreading, watering & consolidation by

vibratory roller 80KN to 100KN static weight. 100 mm thick

compacted.

8 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 57.00 Cum 961.52

mm size including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone

dust as filler including spreading, watering & consolidation by

vibratory roller 80KN to 100KN static weight. 75mm thick

compacted.

9 Providing and laying compacted of specified murrum in side 660.00 Cum 379.76

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying bituminous grout 37.5mm compacted thick 992.00 M.T. 1820.02

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 and 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.

11 Providing and laying 37.50 mm thick compacted B.M. using stone 1091.00 M.T. 2352.29

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.

12 Providing and laying bituminous seal coat with stone chips 6 to 10 481.00 M.T. 2557.32

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.

13 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse 94.00 Cum 2830.46

sand : 8 machine crushed stone aggregates 40 mm nominal size)

and curing complete in foundation and plinth.

14 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 184.00 Cum 4744.98

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 by engineer in charge and as per

specification.

15 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for R.C.C. 4.27 M.T. 76214.60

work including bending, binding and placing in position complete

upto floor two level.

16 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.

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

having rectangular size (1.20 mtr. x 0.90 mtr.) 20.00 Gauge thick

M.S. Plate & 2.90 mtr. deep double angle 60 x 60 x 6 mm size

including fitting the M.S. Plate in double angle 30 x 30 x 6 mm size

painting & lettering with ordinary paint colour as per instruction of

engineer in charge. (fixing in C.C. 1:2:4)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 4.00 No. 704.33

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

19 Providing and fixing Hectometer stone as per I.R.C. type design 13.00 No. 116.08

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

20 Providing and fixing Guard stone as per I.R.C. type design 100.00 No. 98.63

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

21 Direction sign (Junction board) :- Providing and fixing sign boards 1.00 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 iron angle of

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)

22 Regulatory / Mandatory signs : Providing and fixing sign boards 14.00 No. 3439.81

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

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

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

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

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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Hazard Marker Sign :- Providing and fixing sign board made out of 4.00 No. 2423.74

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).

25 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06

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).

26 Road marking with hot applied thermoplastic paints with 990.00 Sq.m. 367.72

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. Warranty for the

retro reflectivity should be two years.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 367.00 No. 326.23

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 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 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.

28 Cautionary Warning Sign :- Providing and fixing sign board made 13.00 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).

29 Dismentaling the existing structure including removing and 76.00 Cum 886.05

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

R.C.C. work.

30 Excavation for foundation up to 1.50 mt. depth including sorting out 176.00 Cum 241.79

and stacking of useful material and disposing off the excavated

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

31 Providing and filling in foundation with ordinary cement concrete M- 27.00 Cum 3227.94

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

32 Providing and casting in situ ordinary cement concrete M-150 mix 209.00 Cum 3227.94

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-grooves. (A) Height from 0.0 M. to 5.0 M.

33 Filling available excavated earth (excluding rock) in trenches, 176.00 Cum 130.39

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

depth consolidating each deposited layer by ramming and watering

etc. complete.

34 Providing & laying weep hole in abutments and returns by using 167.00 No. 186.08

P.V.C. 10 Kg/Sqcm pipe of 110mm dia. including laying in proper

grade and jointing the completed as per detailed specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Providing and laying filter media 600 mm thick as directed at the 167.00 Sq.m. 1180.34

back of abutments and returns and wing walls as per detailed

specifications.

TOTAL Rs.

i.e. Rs. One Crore Five lacs Twenty thousand Four hundred Thirty Seven and Seventy Two 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 dismantalled materials of amount of Rs. 22,800.00 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,

Nakhtrana Bhuj-Kutch Bhuj-Kutch