Resurfacing of Various Roads of Taluka Lakhpat (Package No. 01) District Bhuj-Kachchh under Normal Resurfacing Budget-2024-2025 (Total 2 Roads, Length 1.50 Km.)(5th attempt)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.60 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 and lift.

(A) Hard Murrum 360.00 Cum 248.16

3 Earth work for embankment including breaking clods, dressing 417.00 Cum 172.87

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

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

4 Rolling and watering of earthwork in layers with power roller 360.00 Cum 22.48

including filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for 310.00 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 and lift.

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 113.00 Cum 1478.64

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.

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 413.00 Cum 1250.46

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.

8 Providing and laying compacted of specified murrum in side 300.00 Cum 379.76

shoulder including carriage of material and spreading on

prepared base including compacting as per MOST specification

etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9 Providing and laying bituminous grout 37.5mm compacted thick 340.00 M.T. 2047.33

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.

10 Providing and laying 37.50 mm thick compacted B.M. using 374.00 M.T. 2664.02

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.

11 Providing and laying bituminous seal coat with stone chips 6 to 125.00 M.T. 2902.37

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.

12 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse 114.00 Cum 2830.46

sand : 8 machine crushed stone aggregates 40 mm nominal

size) and curing complete in foundation and plinth.

13 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 300.00 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.

14 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for 6.06 M.T. 76214.60

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

complete upto two floor level.

15 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.)

16 Providing and fixing Hectometer stone as per I.R.C. type design 6.00 No. 116.08

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

17 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.

18 Direction sign (Junction board) :- Providing and fixing sign 2.00 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

19 Regulatory / Mandatory signs : Providing and fixing sign boards 6.00 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 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)

20 Village name/ Bump Ahead sign :- Providing and fixing sign 4.00 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 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

21 Hazard Marker Sign :- Providing and fixing sign board made out 8.00 No. 2423.74

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

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

x 45 x 60cms for each leg including excavation curing etc.

complete under the supervision of Engineer in charge. (A)

Engineer grade (VR).

22 STOP SIGN :- Providing and fixing sing boards made out of 4.00 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

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).

23 Road marking with hot applied thermoplastic paints with 450.00 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

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 168.00 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

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

25 Cautionary Warning Sign :-Providing and fixing sign boards 6.00 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

26 Excavation for foundation up to 1.50 mt. depth including sorting 152.00 Cum 241.79

out and stacking of useful material and disposing off the

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

27 Providing and filling in foundation with ordinary cement concrete 23.00 Cum 3227.94

M-100 mix and providing necessary vertical pin headers

including formwork, vibrating, ramming and curing complete.

28 Providing and casting in situ ordinary cement concrete M-150 200.00 Cum 3227.94

mix 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.

29 Filing available excavated earth (excluding rock) in 152.00 Cum 130.39

trenches,plinth, sides of foundations etc. in layers not exceeding

20 cm in depth consolidating each diposited layer bby ramming

and watering.

30 Providing & Laying weep hole in abutments, and returns by using 162.00 No. 186.08

PVC 10kg/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

31 Providing and laying filter media 600mm thick as directed at the 161.50 Sqm 1180.34

back of abutments and returns and wing walls as per detailed

specifications.

TOTAL Rs.

i.e. Rs. Sixty Six lacs Thirty Five Thousand Four hundred Thirty Seven and Fifty Three 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.

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,

Nalia Bhuj-Kutch Bhuj-Kutch