Road

Name of Work : Construction of roads of Mendarda taluka (Package No. MMGSY / Normal /

NP / JND / 20-21 / P-03) (Remaining work) (1) Mithapur - Khadpipali road.

(NP) Km. 0/0 to 3/0 (2) Zinzuda - Nataliya road. (NP) Km. 0/0 to 4/80

Taluka : Mendarda District : Junagadh

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

1 0.97 Ha. Clearing and grubbing road land 32019.02 Rupees Thirty One

including uprooting rank Two Thousand Ha.

vegetation grass bushes, shrubs,

sapling and trees girth up to

mm removal of stumps of trees

cut earlier and disposal of

unserviceable materials (C) By

mechanical means in area of

2 2854.05 Cu.M. Earthwork for embankment from 174.73 Rupees One One

borrow area including breaking Hundred Cu.M.

clods, dressing with all lead and

lift (Excluding rolling & watering) Three Paise.

(selected soil to be used for

earthwork shall be from borrow

area only having CBR not less

3 5003.05 Cu.M. Rolling & watering of earthwork 17.77 Rupees One

in layers with vibratory roller Seventeen and Cu.M.

including filling in depressions Paise.

which occur during the process.

4 0.00 Cu.M. Box cutting the road surface to 66.15 Rupees Sixty One

proper slope and camber for Six and Fifteen Cu.M.

making a base for road work

including removing the

excavated stuff and depositing

on the road side slope as

directed upto all lead.

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

5 3384.68 Cu.M. Providing and laying 150 mm 731.11 Rupees Seven One

thick Ganular Sub base by Hundred Thirty Cu.M.

providing coarse graded material One and Eleven

grading - II using B.T. M.C. metal

crushed stone aggregates

mm to 4.75 mm @ 75% and

below 2.36 mm @ 25% having

CBR not less than 25% as per

table 400-2 of MORTH gradation

including levelling the material at

site of work, mixing and

spreading into grade and

camber, watering and

consolidation at O.M.C. with

vibratory roller including cost of

material, labour etc. complete.

6 1068.78 Cu.M. Providing and laying compacted 925.13 Rupees Nine One

W.B.M. 100mm thick (Grade-I-) Hundred Twenty Cu.M.

of machine crushed B.T. metal of Thirteen Paise.

size 45mm to 90mm with 27%

stone screening 13.2mm size,

binding materials at 0.08 cum./10-

Sqm. including spreading,

watering and consolidation by

Vibratory Roller etc. complete.

7 3218.07 Cu.M. Providing and laying compacted 868.95 Rupees Eight One

W.B.M. 75 mm thick (Grade-II-) Hundred Sixty Cu.M.

Eight and Ninety

of machine crushed BT metal of Five Paise.

size 40 to 63 mm with 16% stone

screening 13.2 mm size binding

materials at 0.08 Cum./10-Sqm.

including spreading, watering

and consolidation by Vibratory

Roller etc. complete.

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

8 1758.00 M.T. Providing and laying bituminious 1855.28 Rupees One One

grout 37.50 mm thick using Thousand Eight M.T.

asphalt viscocity grade VG-10 for Hundred Fifty

Five and Twenty

tackcoat at the rate of 4 Kg./

Sq.M. on WBM surface and

using BT chips for required

gradation with the asphalt of VG-

10 grade at the rate of 1.99% i.e.

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

including heating and mixing in

drum mix plant transporting the

mix and spreading the same by

paver finisher and consolidation

as per MOST specification

including cost of all materials,

fuel, labours, tools and plants etc.

using contractor's own drum mix

plant etc. complete.

9 1231.00 M.T. Providing, laying and rolling of 25 2500.44 Rupees Two One

mm thick open graded premix Thousand Five M.T.

bitumenous carpet with B.T. Hundred and

aggregate as specified and using Forty Four

bitumen VG-10 for tackcoat at

the rate of 2.50 Kg./10 Sq.Mt. on

BT Surface and using bitumen

VG-10 for mixing with aggregate

at the rate of 3.36 % i.e.

Kg./ M.T. of total mix including

heating and mixing in drum mix

plant, spreading the same with

paver finisher and consolidation

with vibratory roller including

necessary fire wood, oil,

lubricants, labor charges etc.

using contractor's own drum mix

plant and equipment, tools etc.

completed in accordance with the

requirement of specification

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

10 640.00 M.T. Providing and laying seal coat 2816.58 Rupees Two One

with B.T. aggregate as specified Thousand Eight M.T.

using aggregate at the rate of

0.18 Cum/ 10 Sq.Mt. and Fifty Eight

bitumen VG-10 for mixing with Paise.

aggregate at the rate of 4.5 % i.e.

45.00 Kg./M.T. of total mix

including heating and mixing in

drum mix plant and spreading the

same by paver finisher and

consolidation with vibratory roller

including necessary fire wood,

oil, lubricants, labor charges

using contractor's own drum mix

plant, machinaries and

equipment, tools etc. complete in

accordance with the requirement

of specification.

11 23420.00 Sq.M. Providing and laying Asphalt 28.52 Rupees Twenty One

Painting on B.T. surface with Eight and Fifty Sq.M.

bitumen grade VG-10 at the rate

of 5 Kg./10 Sq.M. by mechanical

spreyer and spreading the stone

dust on prepared surface at the

rate of 0.03 Cu.M./10 Sq.M. and

brushing etc. complete.

12 214.00 Cu.M. Excavation for foundation upto all 153.52 Rupees One One

depth including sorting out Hundred Fifty Cu.M.

Three and Fifty

and stacking of useful

materials and disposing off the

excavated stuff upto all lead. (B)

Dense or Hard soil

13 178.00 Cu.M. Excavation for foundation upto all 261.59 Rupees Two One

Hundred Sixty Cu.M.

depth including sorting out and

stacking of useful materials and Nine Paise.

disposing of the excavated stuff

upto all lead. (C) Hard murrum

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

14 68.55 Cu.M. Providing and filling in foundation 2110.90 Rupees Two One

Thousand One Cu.M.

with ordinary cement concrete M Hundred Ten

– 100 mix and providing and Ninety

necessary vertical pin headers

including form work, vibrating,

ramming and curing complete

15 342.90 Cu.M. Providing and casting in situ 2590.56 Rupees Two One

Thousand Five Cu.M.

ordinary cement concrete M –

150 mix and providing necessary and Fifty Six

pin headers including shuttering, Paise.

scaffolding, laying, vibrating,

curing and finishing complete

without V – grooves up to all

16 2.33 M.T. Providing and placing in position 44380.42 Rupees Forty One

FE 500 / 500D TMT bar Four Thousand M.T.

reinforcement for following items Eighty and Forty

including cutting bending hooking Two Paise.

and tying complete as per

detailed drawing. For Cap, RCC

Raft, Piers Abutments, R.C.C.

Returns, Solid Slab, R.C.C. Kerb,

R.C.C. Approch slab & Wearing

17 34.60 Cu.M. Providing and casting in situ 3527.68 Rupees Three One

controlled cement concrete M- Thousand Five Cu.M.

200 for average 75 or 100 mm Seven and Sixty

thick wearing coat laid as Eight Paise.

directed including tamping,

vibrating, finishing, curing and

filling in joints with bitumen

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

18 412.22 Sq.M. Construction of concrete road 815.44 Rupees Eight One

using tremix system with 20 cm Hundred Fifteen Sq.M.

thick controlled C.C. M-250 and Forty Four

concrete mixing conplast P-211

water reduction admixture @

mlg/bag of cement and hardner

62.50 ml/bag using fixing and

removing 'C' channels of required

road depth levelling if placed

concrete with surface vibrator,

finishing the surface with power

floater and trowel tight brooming

as directed with providing

expansion joints 20 X 200 mm

and construction joints 20 X

mm using concrete cutter

machine etc. complete.

19 105.00 R.Mt. Supplying and fixing reinforced 2093.72 Rupees Two One

concrete heavy duty non- Thousand R.Mt.

pressure pipes with collars for Ninety Three

cuilverts carrying heavy traffic as

per IS 458 1971 specifications

including setting the pipes in

C.M. 1 :2 watering and laying (to

level or slopes) of class NP 3 of

following internal diameters. (V)

900 mm dia with all lead & lift.

20 220.00 Cu.M. Filling available excavated earth 77.26 Rupees Seventy One

(excluding rock) in trenches, Seven and Cu.M.

plinth, sides of foundations etc.

layers not exceeding 20 cm. in

depth consolidating each

deposited layer by ramming and

21 2.00 No. Providing and fixing flood gauge 1698.82 Rupees One One

marks of C angle size 100 mm X Thousand Six No.

50 mm X 6 mm thick of length

Eight and Eighty

2.00 Mt. height fixed in head wall Two Paise.

0.50 Mt. and 1.50 Mt. out side

with painting and lettering with

radium color as directed

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

22 2.00 No. Cautionary Warning Sign 3953.14 Rupees Three One

Providing and fixing sign boards Thousand Nine No.

made out of 2MM alluminium Hundred Fifty

sheet; size 90 x 90 x 90Cms Three and

equilateral triangle as per design Fourteen Paise.

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.S.T.

Specifications; 3.1M long Stand

post and frame fabricated from

suitable size iron angle of 35 x

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 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.

23 12.00 Cu.M. Demolition of Brick work and 340.37 Rupees Three One

stone masonry including stacking Hundred Forty Cu.M.

of serviceable materilas and

disposal of unserviceable

materials with all lead and lift.(ii)

In Cement Mortar.

24 15.00 R.Mt. Removing all types of Hume 161.32 Rupees One One

pipes and stacking within a lead Hundred Sixty R.Mt.

of 1000 m including Earthwork One and Thirty

and Dismantling of Masonry

Works as per Technical

Specification Clause 202. (B)

above 600 mm and upto 900 mm

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

25 158.25 Cu.M. Earthwork in cutting in all sorts of 81.10 Rupees Eighty One

soil and soft murrun including One and Ten Cu.M.

conveying and spreading the

stuff, embankment as and where

directed within all lead from the

end of the cutting with all

required lead and lift.

26 200.00 Cu.M. Earthwork in cutting including 167.66 Rupees One One

preparing the slope and camber Hundred Sixty Cu.M.

Seven and Sixty

andstacking or utilising the Six Paise.

cutting stuff in bank as directed

upto all lead from the end of

cutting with all lead and lift.(ii)

Soft rock not requiring blasting.

27 7.00 No. Providing and fixing ordinary 566.61 Rupees Five One

K.M. Stone pecast C.C. 1:2:4 Hundred Sixty No.

including necessary One Paise.

reinforcement as per I.R.C. type

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

painting and lettering etc.

complete (For ODR & VR)

28 31.00 No. Providing and fixing Hectometer 475.71 Rupees Four One

of precast C.C. 1:2:4 including

necessary reinforcement as per and Seventy

I.R.C. type design including One Paise.

painting, lettering etc. complete.

(II) Fixing in C.C. 1:5:10

29 84.00 No. Providing and fixing guard stone 232.83 Rupees Two One

of precast C.C. 1:2:4 including Hundred Thirty No.

necessary reinforcement as per Three Paise.

I.R.C. type design including white

washing etc. complete.

(I) Fixing in Earth

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

30 4.00 No. Providing and fixing Junction 5211.60 Rupees Five One

board of M.S. plates and angles Thousand Two No.

as per standard I.R.C. design

including fixing in C.C. 1:4:8 with Paise.

necessary excavation painting

figuring and lettering on board

31 2.00 No. Citizen's information Board- 8164.84 Rupees Eight One

Providing and fixing of typical Thousand One No.

MMGSY information board as per Hundred Sixty

instruction. Two ACP sheets of 3 Four and Eighty

mm thick, of 900 mm x 750mm Four Paise.

size fixed at top & bottom duly

rivetted with MS angles of 25 x

25 x 5 mm thick M.S angle shall

be welded by two vertical M.S

angle of 5 mm thick to 75 mm x

75 mm of 12 SWG square tubes

posts duly embedded in cement

concrete M-15 grade blocks of

below ground level. The letters &

figure of any shade reflectorised

with High Intensity Prismatic

Grade Retro Reflective Sheeting

of Type-4 as per ASTM D-4956

and latest MORD specifications;

All sections of framed posts and

steel tube will be painted with

primer and two coats of epoxy

paints as per drawing Clause

1701 and Annexure

(10.16). (A) Class-B High

intensity Grade Retro Reflective

32 8.00 No. Supplying and fixing road sign 3509.75 Rupees Three One

board of M.S. plates and angle Thousand Five No.

iron including painting, lettering Hundred Nine

etc. complete including fixing in and Seventy

C.C. 1:4:8 with necessary Five Paise.

excavation etc. complete as per

I.R.C. type design.(ii) Reflective

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

33 4.00 No. Providing and fixing Village name 3909.71 Rupees Three One

boards as per standard I.R.C. Thousand Nine No.

type design of steel plate

including painting, lettering etc. One Paise.

complete with fixing in C.C. 1:4:8

block with necessary excavation.

Total Amount Rs.

Total Amount Rs.

Rupees One Crore Seventy Seven Lakh Fifty Four Thousand Five Hundred Thirty Eight and Seventy

I/We _______________________________ am/are willing to carry out the above work at ______________%

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

Add _______________ % above Deduct ____________ % below

Total amount Rs. ___________ Net amount Rs. _____________

Total amount Rs. ___________ Net amount Rs. _____________

Executive Engineer

R. & B. (P) Division Signature of the Bidder