Resurfacing & Strengthening of Various Roads of Taluka Rapar District Bhuj-Kachchh under MMGSY Program-2025-2026 (Normal) (Total 3 Roads, Length 15.20 Km.)(Package No. 16)(3rd attempt)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 6.10 Hect. 28455.09

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 3648.00 Cum 109.24

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 6134.00 Cum 180.87

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 3241.00 Cum 22.96

including filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for 2060.00 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

6 Construction of compacted granular sub base (Grade-I, Crushed 435.00 Cum 1490.30

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 1762.00 Cum 1704.58

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 3040.00 Cum 393.90

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

9 Providing and laying bituminous grout 37.5mm compacted thick 4060.00 M.T. 2535.00

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying 37.50 mm thick compacted B.M. using stone 4465.00 M.T. 3118.87

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 20mm thick mix seal surfacing using B.T. 2491.00 M.T. 3663.86

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 M- 738.00 Cum 3327.08

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 540.00 Cum 5189.38

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 504.00 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.

15 Providing and fixing in position I.S.I. mark Fe-550D T.M.T. bar 19.00 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 10.00 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 10.00 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)

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 16.00 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 61.00 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 432.00 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

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 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

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 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

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 20.00 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 6.00 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 4560.00 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 1690.00 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 54.00 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 out 298.00 Cum 228.73

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 353.00 Cum 3851.19

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- 37.50 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 107.00 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 2.00 No. 279.69

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

letters etc. complete.

34 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 2.19 M.T. 73858.69

reinforcement including cutting, bending and tying complete as per

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Filling available excavated earth (excluding rock) in trenches, 162.00 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.

36 Excavation for foundation in hard murrum and boulders and very 331.00 Cum 611.33

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

37 Providing and filling in foundation with ordinary cement concrete M- 70.00 Cum 3697.61

150 mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing complete.

38 Providing and casting in situ ordinary cement concrete M-150 for 63.00 Cum 3737.14

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

39 Providing and casting in situ controlled cement concrete M-300 for 77.00 Cum 4817.70

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

40 Providing and casting in situ controlled cement concrete M-300 mix 68.00 Cum 4537.93

and providing necessary pin headers including shuttering,

scaffolding, laying vibrating, curing and finishing etc. complete

without grooves (Height from 0.0 to 5.0 mt.}

41 Providing and casting in situ ordinary cement concrete M-200 mix 144.00 Cum 4273.31

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.

42 Providing and casting in situ controlled cement concrete M-300 for 41.00 Cum 5894.36

R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

43 Providing and casting in situ controlled cement concrete M-400 for 9.00 Cum 5709.53

average 100 mm thick wearing coat laid as directed including

tempering, vibrating, finishing, curing and filling in joints with

bituminous complete.

44 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 14.00 M.T. 84021.32

reinforcement including providing fusion epoxy coating not less

than 175 micron thickness and upto 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M including testing of

coating at plant and all taxes including cutting, bending, hooking

and tying complete as per detailed drawing for the following (A)

Piers (B) Abutment (C) R.C.C. returns.

45 Providing & laying weep hole in abutments and returns by using 290.00 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.

46 Providing and laying filter media 600 mm thick as directed at the 290.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

47 Providing pre-moulded asphalt filler joints as per drawings. (A) 9.00 Sq.m. 703.53

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

48 Reinforced Cement Concrete Crash Barrier (Provision of an 38.00 Rmt. 8289.07

Reinforced cement concrete crash barrier at the edges of the road,

approaches to bridge structures and medians, constructed with M-

40 grade concrete with TMT reinforcement Fe-550 (D) conforming

to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion

joints filled with pre-moulded asphalt filler board, keyed to the

structure on which it is built and installed as per design given in the

enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated

24 June 1994 as per dimensions in the approved drawing and at

locations with necessary priming coat and 3 coat of painting

complete with yellow and black patta as directed by the Engineer in

charge, all as specified)

49 Dismentaling the existing structure including removing and 651.00 Cum 930.35

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

R.C.C. work. the existing structure including removing and

50 Dismentaling 36.00 Cum 409.22

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

Rubble masonary.

51 Providing the diversion by proper means i.e. in proper grade, 50.00 Rmt. 1682.28

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. Five Crore Eighty Three lacs Fourty Seven thousand Three hundred Six and Thirty 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 diversion and dismantalled materials of amount of Rs. 2,57,419.80 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,

Bhachau Bhuj-Kutch Bhuj-Kutch

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

1 Bhachau 2 Bhuj-Kutch 3 4

Bhuj-Kutch