Resurfacing of Samatra Chhaparivas Road, Km 0/00 to 2/00 Ta: Bhuj Dist: Bhuj-Kachchh under MMGSY (Resurfacing) Year-2024-25.

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation grass 0.80 Hect. 28455.09

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 480.00 Cum 109.24

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

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

3 Earth work for embankment including breaking clods, dressing with all 388.00 Cum 180.87

lead and lift (Including watering and consolidation) (C) from borrow Area

within 1.0 km lead (With minimum 6% CBR)

4 Rolling and watering of earthwork in layers with power roller including 522.00 Cum 22.96

filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for making a base 552.00 Cum 109.24

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 B T 387.00 Cum 889.48

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

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 422.00 Cum 1197.86

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 Supplying,stacking and spreading quarry spall with all lead and lift and 400.00 Cum 519.30

including watering and rolling and consolidation of sub grade in layers at

OMC to required dry density including filling depression which occurs

quarry spall having CBR value not less than 30.0)

9 Providing and laying bituminous grout 37.5mm compacted thick using 384.00 M.T. 2913.85

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.

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 chips 422.00 M.T. 3925.87

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 surfaceasing using B.T. chips as 236.00 M.T. 4925.77

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 sensor paver finisher and consolidation with vibratory roller

including necessary firewood, oil, lubricants, labor charges etc. using

contractor's own drum mix plant and equipment, tool etc. completed in

accordance with the requirement of specification.

12 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 sand : 3 520.00 Cum 5189.38

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.

13 Providing and fixing in position FE 550D TMT bar reinforcement 8.20 M.T. 73243.02

including cutting, bending and tying complete as per detailed drawings.

(A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approach slab.(D)

Wearing Coat.

14 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 2.00 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.)

15 Providing and fixing Hectometer stone as per I.R.C. type design including 8.00 No. 116.08

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

16 Providing and fixing Guard stone as per I.R.C. type design including white 50.00 No. 103.56

washing etc. complete (i) Fixing in earth.

17 Direction sign (Junction board) :- Providing and fixing sign boards made 1.00 No. 14831.71

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

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

18 Regulatory / Mandatory signs : Providing and fixing sign boards made out 2.00 No. 3439.81

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)

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

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).

20 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm No.

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).

21 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

22 Road marking with hot applied thermoplastic paints with reflectorising 600.00 Sq.m. 367.72

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

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.

23 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks Raised 223.00 No. 326.23

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

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.

24 Cautionary Warning Sign :- Providing and fixing sign board made out of No.

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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 MMGSY"LOGO"Board: Providing and fixing of MMGSY LOGO 1.00 No. 6256.35

informatory sign board with Logo as per section 1700 of MORD

specifications and drawing. The board will be a composite unit consisting

of Two Plates of ACM (Aluminum Composite Material), specifications as

per clause 17001.3. The top most plate will be of 3mm ACP in diamond

shape of 600x600 mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The Lower plate will be of

4mm ACPof 1100x300mm size riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges.Riveting of all the sheets over

angle and flat iron frame will be done neatly to have plain surface on one

side. The angle iron frame of Both the plates will be welded to a

75mmx75mmx6mm Mild steel post at Centre and this post will be

embeded in cement concrete M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the lower plate will be 1200mm

from normal ground level. The spacing between the diamond shaped plate

and Lower Plate is kept 150mm.MMGSY Logo, letters and numerals on

the ACM should be made up of Retro Reflectivesheeting of Type-1 AEGP

Class-A grade as per the latest MORD section 1700 and IRC67-2012

specifications. All the section of the frame and posts shall be painted with

primer and two coats of epoxy paint. The design, painting and lettering

shall be done as per the MMGSY Logo sign design and as directed by

Engineer-in-charge. A warranty for 5 years for the Retro reflective for

Type-1 Class-A from original manufacture shall be submiteed by

contractor.

26 Providing and filling in foundation with ordinary cement concrete M-100 40.00 Cum 3327.08

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

27 Dismentaling the existing structure including removing and stacking the 330.00 Cum 930.35

dismentelled materials as and where directed. (A) R.C.C. work.

TOTAL Rs.

i.e. Rs. Ninety Three Lakh Seven Hundred One Rupees And Fifty Four Paise 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

5. Credit for dismantalled materials of amount of Rs. 99,000.00 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

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