Construction of remaining Rigid Pavement road in Savli GIDC Industrial Estate.

It. No. Description Qty Unit Rate Amount in Rs

1 Clearing and grubbing road land including 0.47 Hect. 28455.09

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 jungle

2 Cold milling of existing bituminous layers in depth 11370.00 Sq. Mt. 118.46

of 100 to 150 mm as available bituminous crust,

excavated material hauling and stock piling the

material upto 5 km form the site

3 Box cutting the road surface to proper slope and 1750.00 Cum. 106.81

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed upto 50Mt.lead.

4 Earthwork for embankment including breaking 600.00 Cum. 173.67

clods, dressing with all lead and lift and including

watering rolling and consolidation of subgrade in

layers at O.M.C. to required dry density including

filling the depression which occur during the

process using power roller 8T to 10T.(E) From

Borrow area within 3.0KM. lead

5 Providing & laying of compacted thickness as per 220.00 Cum. 1808.04

approved design Closed Graded Granular sub base

(GSB) in layers (each layer should be less than

200 mm)of graded granular material consisting of

black trap machine cut crushed stone aggregate as

per grading - V given in table 400-1 of the

specification MORT&H and compacted to the

required density with 8 - 10 tonne vibratory roller

with plain drum or heavy pneumatic tyred roller

of minimum 200 to 300 KN weight in all seasons

as per MORT&H , maintaining the required slope

& grade during the operation as approved by the

engineer in charge & watering to the proper

moisture content and sprinkled with the help of

truck mounted water tank fitted with suitable

arrangement. (fully saturated having CBR value

6 Providing, laying, spreading and compacting 5100.00 Cum. 2100.7

graded stone aggregate to wet mix macadam

specification including mix the materials with

water at OMC in mechanical mix plant carriage of

mixed materials by tipper to site laying in uniform

layers (Layer should not be more than

mm)with paver in sub base/base course on well

prepared surface and camber with Sensor paver

consolidation by vibratory road roller to achieve

the desired density by using machine crushed

chips as per required gradation mixing with

required optimum quantity of water including

material, labour, plant and machinery and

equipment etc. complete.

7 Construction of dry lean cement concrete Sub- 1220.00 Cum. 3123.93

base over a prepared sub-grade with coarse and

fine aggregate conforming to IS: 383, the size of

coarse aggregate not exceeding 25 mm, aggregate

cement ratio not to exceed 15:1, aggregate

gradation after bleding to be as per table 600-1,

cement content not be less than 220 kg/cum,

optimum moisture content to be determined

during trial length construction, concrete strength

not be less than 10Mpa at 7 days, mixed in a

batching plant transported to site, laid with a

paver with electronic sensor, compacting with 8-

10 tonnes vibratory roller, finishing and curing.

8 Construction of Un-reinforced, dowel jointed, 3650.00 Cum. 7757.81

plain cement concrete pavement (concrete Grade

M-40) Over a Prepared sub base with 53 grade

cement @ 444 kg per cum, corse and fine

aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed in a

batching and mixing plant as per approved mix

design, trasported to site, laid with a fixed form or

slip form paver (as decided by EIC ), spread,

compacted and finished in a continuous operation

including cost of contraction, expansion,

construction and longitudinal joints, joint filler,

200 micron separstion membrane, sealent primer,

joint sealant, debonding strip, dowel bar, tie rods,

admixtures as approved, curing compound,

finishing to lines and grades as per drawing

9 Providing and laying of Hot applied Thermoplastic 420.00 Sq. Mt. 367.72

compound 2.5 mm thick including Reflectorising

Glass Beads @ 250 gms per sqm area, thickness of

2.5 mm is exclusive of surface applied glass beads

as per IRC : 35 & finished surface to be level,

uniform and free from streaks and holes. (As per

Government letter No.SOR 102003/94/S-1/

Dated.20-7-2004) of only 3M make.

10 Cat Eye / Road Stud/ RPM: Supplying of Molded 1220.00 Nos. 326.23

Twin Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and

reflective panels with micro prismatic 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

+/-2 mm and height not less than 30+/-2 mm)

from the body is to be a minimum value of

Kgf. 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 manufacturers

recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed

by Engineerin-charge.

I / We agree to carry out the work at ______________________ % above the

estimated tender rates ___________________________________________

should be written in figures and words.

I / We agree to carry out the work at ______________________ % below the

estimated tender rates ___________________________________________

should be written in figures and words.

ESTIMATED AMOUNT ESTIMATED AMOUNT

Put to tender Rs. 4,54,42,366.49 Put to tender Rs.

Rupees in words : ___________ Rupees in words : _____________

1. (*) Please strike out whichever is not applicable. All work shall be carried out as per the

specifications of the GIDC or as directed.

2. All the columns in Schedule should be filled in ink and the total entries in the last column

should be struck by the contractor under his signature.

3. Rate quoted included clearance of site (prior to commencement of work & at, its close) in

all respect & hold good for the work under all conditions, site moisture, weather etc.

4. I/We have read the tender/general specifications/ conditions and I/We agree to follow same

and binding to me/us.

(2) Kindly read the Online uploaded B1 Agreement – Schedule - C (Pg. no.48). Following

components wise details for Time Schedule of Completion.

(See clause No. 2)

Time Schedule, for completion of different designated parts of the work and rate of

liquidated damages to be paid by the Contractor, if he fails to complete the part of work

within stipulated time limit is as detailed below.

Time Schedule of Completion

Percentage liquidated

Percentage of time of the total time limit

of work damages