Resurfacing & Strengthening of Various Roads of Taluka Rapar District Bhuj-Kachchh under MMGSY Program-2025-2026 (Normal) (Total 3 Roads, Length 20.70 Km.)(Package No. 13)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 8.30 Hect. 28455.09

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 4968.00 Cum 109.24

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.

3 Earth work for embankment including breaking clods, dressing 3184.00 Cum 180.87

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 7779.00 Cum 22.96

including filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for 6192.00 Cum 109.24

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 Construction of compacted granular sub base (Grade-I, Crushed 1958.00 Cum 1340.39

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 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 2922.00 Cum 1463.29

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.

8 Providing and laying compacted of specified murrum in side 3515.00 Cum 393.90

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 4680.00 M.T. 2462.31

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 stone 5146.00 M.T. 3026.94

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

KN to 100 Kn static weight including the cost of labour oil,

lubricants etc. using contractors own machineries and plant.

11 Providing and laying 20mm thick mix seal surfacing using B.T. 2870.00 M.T. 3553.15

chips as per required gradation and mixing asphalt grade VG-30

@ 5.10% by weight of total mix and mixing by contractor's own

drum mix plant and laying by sencer paver finisher and

consolidation with vibratory roller including necessary firewood,

oil, lubricants, labour charges etc. using contractor's own drum

mix plant and equipment, tool etc. completed in accordance with

the requirement of specification.

12 Providing and filling in foundation with ordinary cement concrete 1911.00 Cum 3327.08

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

13 Proving and laying cement concrete grade M-20 for C.C. road and 2888.00 Cum 5330.46

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 Proving and laying cement concrete grade M-20 for C.C. wearing 165.00 Cum 4107.67

coat 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Providing and fixing in position I.S.I. mark Fe-550D T.M.T. bar 60.20 M.T. 73243.02

reinforcement including cutting, bending and tying complete as

per detailed drawing (A) R.C.C. kerb (B) R.C.C. Footpath (C)

R.C.C. Approach slab (D) Wearing coat.

16 Providing & fixing “FLOOD GUAGE POST” on causeway / Dip 4.00 No. 2084.05

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 4.00 No. 4133.22

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)

18 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 21.00 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 V.R.)

19 Providing and fixing Hectometer stone as per I.R.C. type design 83.00 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 749.00 No. 103.56

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

21 Direction sign (Junction board) :- Providing and fixing sign boards 3.00 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

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)

22 Regulatory / Mandatory signs : Providing and fixing sign boards 7.00 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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Village name/ Bump Ahead sign :- Providing and fixing sign board 6.00 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

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).

24 Hazard Marker Sign :- Providing and fixing sign board made out 76.00 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 45 x 45 x

60cms for each leg including excavation curing etc. complete

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

(VR). SIGN :- Providing and fixing sing boards made out of 2mm

25 STOP 7.00 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

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 6210.00 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 2301.00 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

+/- 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 30.00 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 Excavation for foundation up to 1.50 mt. depth including sorting 1167.00 Cum 219.55

out and stacking of useful material and disposing off the

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

30 Providing and casting in situ ordinary cement concrete M-150 mix 1173.00 Cum 3819.18

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.

31 Supplying and fixing ISI reinforced concrete heavy duty non- 187.50 Meter 5560.01

pressure pipes with collars for culverts 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 diameter. (v) 1200 mm dia.

32 White washing with lime on wall surface (two coats) to give an 589.00 Sq.m. 12.70

even shade including thoroughly brooming the surface to

removed all dirt, dust mortar drops and other foreign matter.

33 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 14.00 No. 279.69

marble stone set in C.C. 1:4 including finishing and engraving

letters etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 7.89 M.T. 73858.69

reinforcement including cutting, bending and tying complete as

per detailed drawing (A) Piers (B) Abutments (C) R.C.C. returns.

35 Dismentaling the existing structure including removing and 1582.00 Cum 930.35

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

R.C.C. work.

36 Dismentaling the existing structure including removing and 251.00 Cum 409.22

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

Rubble masonary.

37 Filling available excavated earth (excluding rock) in trenches, 440.00 Cum 136.92

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

38 Providing & laying weep hole in abutments and returns by using 550.00 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.

39 Providing and laying filter media 600 mm thick as directed at the 550.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

40 Providing the diversion by proper means i.e. in proper grade, 350.00 Rmt. 1548.01

camber and approach etc. for easy passing of traffic including

providing necessary sign board, making etc. and maintaining the

same during the period of work up to completion of work.

TOTAL Rs.

i.e. Rs. Eight Crore Seventy Five lacs Fifty Six thousand One hundred Eighty Three and Eighty Nine 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. 8,76,452.10 must be recovered from 1st R.A. bill of

Contractor's.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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,

Bhachau Bhuj-Kutch Bhuj-Kutch