Resurfacing & Strengthening of Gundala-Bhalot Road Km. 0/00 to 21/50 Ta. Mundra Dist. Kutch-Bhuj under MMGSY Program-2025-2026.

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 8.60 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 5160.00 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 31829.00 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 6359.00 Cum 22.96

including filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for 8439.00 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 6678.00 Cum 941.12

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

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 9312.00 Cum 1271.59

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 2150.00 Cum 393.90

shoulder including carriage of material and spreading on

prepared base including compacting as per MOST specification

etc. complete.

9 Providing and laying bituminous grout 37.5mm compacted thick 5288.00 M.T. 2284.62

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 50 mm thick compacted B.M. using stone 7755.00 M.T. 2935.06

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. 3243.00 M.T. 3549.14

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 2082.00 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 2750.00 Cum 5189.38

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 Proving and laying cement concrete grade M-20 for C.C. wearing 278.00 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-500D T.M.T. bar 48.70 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 6.00 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 6.00 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 22.00 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 86.00 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 662.00 No. 103.56

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

21 Direction sign (Junction board) :- Providing and fixing sign boards 7.00 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 30.00 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)

23 Village name/ Bump Ahead sign :- Providing and fixing sign board 8.00 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Hazard Marker Sign :- Providing and fixing sign board made out 36.00 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

25 STOP SIGN :- Providing and fixing sing boards made out of 2mm 4.00 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 6450.00 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 200.00 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 72.00 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

75 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 830.00 Cum 215.77

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 742.00 Cum 3794.30

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- 157.50 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 462.00 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 7.00 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-500D T.M.T. bar 5.00 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, 256.00 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 Providing & laying weep hole in abutments and returns by using 288.00 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.

37 Excavation for foundation in hard murrum and boulders and very 1630.00 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.

38 Providing and filling in foundation with ordinary cement concrete 324.00 Cum 3697.61

M-150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing complete.

39 Providing and casting in situ ordinary cement concrete M-150 for 333.00 Cum 3737.14

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-300 293.00 Cum 4817.70

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

laying, vibrating, ramming and curing complete.

41 Providing and casting in situ controlled cement concrete M-300 245.00 Cum 4537.93

mix 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.}

42 Providing and casting in situ ordinary cement concrete M-200 mix 1014.00 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.

43 Providing and casting in situ controlled cement concrete M-300 168.00 Cum 5894.36

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

finishing complete.

44 Providing and casting in situ controlled cement concrete M-400 37.00 Cum 5657.01

for average 100 mm thick wearing coat laid as directed including

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

bituminous complete.

45 Providing and fixing in position I.S.I. mark Fe-500D (T.M.T.) bar 58.00 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.

46 Providing & laying weep hole in abutments and returns by using 451.00 No. 86.70

A.C. pipe of 100mm dia. including laying in proper grade and

jointing the completed as per detailed specification.

47 Providing and laying filter media 600 mm thick as directed at the 739.00 Sq.m. 1239.36

back of abutments and returns and wing walls as per detailed

specifications.

48 Providing pre-moulded asphalt filler joints as per drawings. (A) 18.00 Sq.m. 703.53

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

49 Reinforced Cement Concrete Crash Barrier (Provision of an 198.00 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-500 (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)

50 Dismentaling the existing structure including removing and 443.00 Cum 930.35

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

R.C.C. work.

51 Dismentaling the existing structure including removing and 125.00 Cum 409.22

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

Rubble masonary.

52 Providing the diversion by proper means i.e. in proper grade, 200.00 Rmt. 897.17

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. Twelve Crore Sixty lacs Sixteen thousand Six hundred Thirty Four and Seventy One 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. 2,69,753.80 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,

Mundra Bhuj-Kutch Bhuj-Kutch