Improvement of VR to Und Khijadiya App. Road. ( VR) 0/00 to 1/00 Kms. Taluka-Lodhika, District-Rajkot (Package No. Raj / MMGSY / BUJ / 2024-25 / P-26)

Name of work : Improvement of VR to Und Khijadiya App. Road. ( VR) 0/00 to 1/00 Kms.

Taluka-Lodhika, District-Rajkot (Package No. Raj / MMGSY / BUJ / 2024-25 / P-26)

Taluka:- Lodhika Dist : Rajkot

Item Description of Item (with brief Quantity Unit Tendered Total Amount

Item Description of Item (with brief Quantity Unit Tendered Total Amount

No. specification and reference to book In according to

of specification) Figures estimated

1 Clearing and grubbing road land 0.17 Hect. 28393.03

including uprooting rank vegetation

grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps

of trees cut earlier and disposal of

unserviceable materials (C) By

mechanical means in area of light

2 Scarifying Gavelled macadam or 627.00 Sqmt 39.62

Bitumen macadam surface 6 cm to

cm depth including stacking useful

materials on road side and disposing of

remaing stuff.\

3 Box cutting the road surface to proper 433.00 Cum 104.04

slope and camber for making a base

for road work including removing the

excavated stuff and depositing on the

road side slope as directed upto

4 Providing and Laying granular sub- 262.00 Cum 1114.03

base Grade-I C.B.R. not less than 30%

by providing coarse graded

matrerial,consisting of B.T. crushed

stone aggregates 53 mm to 26.5 mm @

45%,2.36 mm to below @ 20% coarse

sand combination and stone dust/grit

spreading in uniform layers with motor

grader on prepared surface,mixing by

mix in Place method with rotovator at

O.M.C. to required dry density

including filling the depressions which

occred during the process using

vibratory roller complete as per Clause-

5 Providing and laying compacted 168.00 Cum 1145.96

W.B.M. grade-1 100 mm thick of

machine crushed B.T. metal of size

mm to 90 mm in required layers with

using 22% stone screening 13.2 mm

size and 7.00 % stone dust as filler

including spreading,watering and

consolidation by vibratory roller

6 Providing, laying, spreading and 120.00 MT 1086.87

compacting 75 mm (In Two layers

each) thick WBM Grade - II of B. T.

M. C. metal 45 mm to 63 mm size

including using 20 % ( 13 + 7 %) filler

i. e. stone screeing 13.2 mm at the rate

0.16 cum. & 0.08 cum stone dust

including spreading in uniform

thickness, hand packing, rolling with

vibratory roller 8-10 tonnes in stages to

proper grade and camber, applying and

brooming requisite type of screening/

binding Materials to fill up the

interstices of coarse aggregate,

watering and compacting to the

required density.

7 Providing and laying 37.50 mm thick 262.00 MT 1863.27

Built up spray grout in Single layers

using black crushed stone aggregate as

per gradation and specification

including using RS-1 (Emulsion) for

tackcoat at the rate of 2.5 Kg./10 Sqmt

on BT .by mechanical sprayer and

bitumen of VG-30 grade mixing at the

rate of 19.90 Kg./ M.T.by weight of

total mix ( i.e.1.99 % ) including

heating and mixing the aggregate and

bitumen by continuous batching drum

mix plant, transporting the mix and

spreading the same by paver finisher

and consolidation with vibratory roller

including cost of all materials, fuel,

labours,tools and plants. using

contractor's own drum mix plant and

machineries etc. complete.

8 Providing, laying & rolling 50mm 351.00 MT 2693.99

compacted thick B.M in with BT

aggregate as specified and using

asphalt grade RS-1 (Emulsion) for

tackcoat at the rate of 2.50 kg/10

Sq.mt on BT surface and using VG-30

bitumen for mixing with aggregate at

the rate of 3.50% i.e 35 kg/MT of total

mix including heating and mixing in

drum mix plant and spreading the

same by paver finisher and

consolidation by vibratory roller

including necessary firewood, oil,

lubricants, labour charges using

contractor's own drum mix plant.

machinaries and equipments, tools etc.

complete in acccordance with the

required specification.

9 Providing and laying and Mix Seal 179.00 MT 3193.08

Surface 20 mm with B.T. aggregates

as per specified, using bitumen grade

VG-30 for mixing with agg. at rate of

5.10% i.e. 51.00 Kg./M.T. of total mix

including heating and mixing in drum

mix plant and spreading the same with

paver finisher and consolidation with

vibratory roller including necessary

firewood, oil, lubricants, labour

charges using contractor's own drum

mix plant,machineries and equipment,

tools etc. complete in accordance with

the requirement of specification

10 Earthwork for embankment including 1595.00 Cum 161.21

breaking clods, dressing with all lead

and lift (excluding watering and

consolidation)(E) From Borrow area

within all lead

11 Rolling & Watering of earthwork in 1550.000 Cum 22.48

layers with power roller including

filling in depressions which occur

during the process.

12 Earth work in cutting in all sorts of soil 1400.00 Cum 104.04

and soft murrum including conveying

and putting the stuff, in spoil bank

maintaining minimum distance of five

meter between top edge of cutting and

top of spoil bank.

13 Providing and filling in foundation 93.20 Cum 3228.29

with ordinary Cement Concrete M-100

mix and providing necessary vertical

pin headers including formwork,

vibrating, ramming and curing

14 Providing and fixing in position FE 6.97 MT 72996.70

500/500D bar reinforement including

cutting, bending and tying complete as

per detailed drawings. (A) R.C.C.

Kerb. (B) R.C.C. Footpath.(C) R.C.C.

Approch slab.(D) Wearing Coat.and

(A) Piers (B) Abutments (C) R.C.C.

15 Providing and casting in situ controlled 165.00 Cum 5701.92

cement concrete M-250 for average

200 mm thick wearing coat laid as

directed dincluding tamping, vibrating,

finishing, curing and fillingin joints

with bitumen complete

16 Excavation for foundation upto 1.5 m 250.00 Cum 241.79

depth including sorting out and

stacking of useful materials and

disposing off the excavated stuff upto

all lead.(B) Dense or Hard soil

17 Excavation for foundation upto 1.5 m 150.70 Cum 412.01

depth including sorting out and

stacking of useful materials and

disposing off the excavated stuff upto

50 Meter lead.(C) Hard Murrum

18 Providing & casting in situ ordinary 420.60 Cum 3801.26

cement concrete M-150 mix and

providing necessary pin headers

including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete without V-Groves.(A)

Height from 0.0 M. to 5.0 M.

19 Supplying and fixing reinforced 45.00 Rmt 5530.94

concrete heavy duty non-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

daimeters.(I)1200mm. Dia

20 Filling available excavated earth 401.00 Cum 130.39

(excluding rock) in trenches.

plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth

consolidating each disposited

layer by ramming and watering.

21 Providing Temporary diversion 100.00 Rmt 625.59

suitable for traffic during the

construction period of the Bridge / CD

work by levelling existing ground and

supplying and spreading quarry spall in

22 Providing and laying filter media 70.58 Sqmt 1180.33

600MM thick directed at the back of

abutments, returns and wing walls as

per detailed specifications.

23 Providing and lauying weep hole in 40.00 Nos 82.56

Aburtments, and returns by using A.C.

pipe of 100MM including fixing in

proper grade and jointing the complete

as per detailed specification

24 Providing and fixing ordinary K.M 2.00 Nos 704.33

Stone precast C.C 1:2:4 including

necessary reinforement as per I.R.C

type design in C.C 1:4:8 including

painting and lettering etc. complete.

(For ODR & VR).

25 Providing and fixing Hectometer as 5.00 Nos 116.07

per I.R.C. type design including

paiting, lettering etc. complete (ii)

Fixing in Cement Concrete 1:5:10

26 Providing and fixing indicator stone of 25.00 Nos 102.84

approved stone as per IRC type design

in cc 1:4:8 including white washing etc

complete (ii) fixing in earth

27 Providing and fixing guard stone as 419.00 Nos 98.62

per IRC type design including white

washing etc complete (I) Fixing in

28 Hazard Marker Sign :- Providing and 8.00 Nos 2423.73

fixing sing boards made out of 2mm

aluminium sheer: size 90 x 30 cms

rectangles as per the design/drawing

attached (IRC) pretreated with

phospheting process & acid etching :

coated with one coat of epoxy primer

and two costs of best quality epoxy

paint: reflectorised with retro refiective

sheeting as per latest M.O.S.T

specificaions; 3.1m long stand post

and frame fabricated from suitable size

iron angle of 35 x 35 x3mm & 50 x

x 5mm painted with best quality epoxy

coatings the fixing at site shall be in

1:2:4 cc block of size 45x45x60cms

for each leg including excavation

curing etc. complete under the

supervision of engineer in charge (A)

Engineer Grade..........

29 Informatory signs :- Providing and 2.00 Nos 3856.89

fixing sing boards made out of 2mm

aluminium sheet: sixe 80x60cms

retangle as per the design of IRC-67-

1977 pre treated with phospheting

process & acid teching; coated with

one coat of epoxyprimer and two coats

of best quality epoxy paint:

reflectorised with retro reflective

sheeting as per latest MOST

specifications : 3.1m long stand

postand frame fabricated from suitable

sixeiron angle of 35x35x3mm,

75x75x6mm as required: painted with

best quality epoxy coatings in black

and whitebends the details of symbol

for ecah board shall details of symbol

for eachboard shall be as per the

instruction of engineer in charge. The

fixing at site shall be in 1:2:4 cc block

of sixe 45x45x60cms for each leg

including excavation curing tec

complete under the supervision of

engineer in charge.(A) Engineer

30 Village name / Bump ahed sign:- 2.00 Nos 5045.36

Providing and fixing sing boards made

out of 2mm alluminium sheer : size

x 60 cms. Rectangle as per the design

of IRC-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 form suitable size iron angle

of 50x50x5mm painted with best

quality epoxy coatings in black and

white bends the details of symbol or

inscription / munerals for each board

shall be as per the instrution of

engineer in charge The fixing at site

shall be in 1:2:4 CC block of size

45X45X60CMS for each leg.

including excavation curing etc.

complete under the supervision of

engineer in charge.(A) Engineer

31 Road marking with hot applied 748.00 Sqmt 367.72

thermoplastic paints with 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 IRC 35-

2015. Warranty for the Retro

reflectivity should be Two years.

32 Cat Eye / Road Stud / RPM: Supplying 128.00 Nos 217.40

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 Ð DO III Dt

11.06. 1997. The height, width and

length shall not exceed 20 mm,

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 body of the marker

should having finger grip for easy and

accurate placement and application

with epoxy / bituminous Adhesive as

recommended by the manufacturer of

the marker. The color of the marker

should be as per the IRC 35-2015 and

33 Regulatory/Mandatory signs 2.00 Nos 3439.80

:Providing and fixing sing boards

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 refiective 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 75x75x6mm 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

34 Providing and fixing Cautionary 14.00 Nos 3807.70

warning sign board made out of 2mm

aluminium sheet size 90 x 90 x

cms. equilateral triangle as per design

of IRC-67-2012. 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 60 cms. for each leg

including excavation, curing etc.

complete under the supervision of

Engineer in charge. (B) Engineer

35 MMGSY "LOGO" Board : Providing 2.00 Nos 5138.47

and fixing of typical MMGSY Project

informatory sign board will be a

composite unit consisting of Three

Plates ACM (Aluminum Composite

Material), material specifications as

per clause 17001.3. The top most plate

will be of 3mm ACM in diamond

shape of 600x600mm size, riveted

with MS angle iron frame of

25mmx25mmx5mm size on back on

edges. The middle 4mm ACM plate of

will be 1200x150mm size riveted with

MS angle iron frame of

25mmx25mmx5mm size on back on

edges. The main 4mm ACM lower

most plate will be 1500mmx600mm

size, riveted with MS angle iron frame

of 25mmx25mmx5mm size. The angle

iron frame of lower most plate and flat

iron frame of the middle plate will be

welded to two nos. 75mm x75mm (12

SWG) sheet tubes posts placed at

1125mm apart centre to centre. The

top of the middle plate will be flushed Total Rs.

Rupees Seventy Five Lakhs Eleven Thousand Ninty Five & Paise Seventy Two Only

I/we am / are willing to carry out the work at % above / below the estimated rates

(percentage should be written in words and figures % above / below) the

estimated rates as mentioned above. Amount of My / Our tender works out as under

1) Estimated amount put to Tender : Rs. 75,11,095.72 1) Estimated amount put to Tender : Rs.

2) Deduct % below Rs. 2) Add % Above Rs. .

3) Net Amount of Tender Rs. 3) Total Amount of Tender Rs. .

3) Net Amount of Tender Rs. 3) Total Amount of Tender Rs. .

4) In words Rs. 4) In words Rs.

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.

Signature of the Executive Engineer :