Construction of Platform by providing precast Concrete Paver blocks at C-Godown, opposite side near Compound Wall and shakti Weighbridge side at New Port, Jamnagar

Name of work :- Construction Of Platform by providing precast Concrete Paver

blocks at C-Godown, Opposite side near Compound Wall and shakti Weighbridge

side at New Port, Jamnagar

Tendered Rates Total

ITEM OF WORK In Unit Amount as per

Figure Estimated

Excavation for roadwork in soil with hydraulic excavator

including cutting and loading in tippers, trimming bottom

and side slops, in accordance with requirements of lines,

1 10355.00 grades and cross section, and transporting to the 60.20 cum

embankment location or disposing as directed within all

lifts and lead upto 1000 m.

Rolling and consolidation of earth work / subgrade surface

2 9862.00 with use of 8 to 10 tonne vibratory roller to make the 4.60 Sqm

surface ready for sub base / base course.

Supplying of coarse clean sharp sand at site incl.

conveyance etc. complete. Including the Spreading sand for

filling the gaps in metal and levelling to camber and

gradient as directed.

Construction of granular sub-base by providing coarse

graded material of required grading, spreading in uniform

layers by mechanical means on prepared surface, mixing by

4 2959.00 mix in place method with rotavator at OMC, and 1051.00 cum

compacting with vibratory roller to achieve the desired

density, complete as per Clause 401 of MORT & H

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including

premixing the material with water at OMC in mechanical

mixers, carriage of mixed material by tipper to site, laying

5 2959.00 in uniform layers by mechanical means in sub-base/base 1233.80 cum

course on well prepared surface and compacting with

vibratory roller to achieve the desired density complete as

per Clause no. 406 of MORT & H specification.

Construction of dry lean cement concrete sub-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 blending to be as per Table

600-1 of MORT & H specifications, cement content not to be

less than 150 kg/cum, optimum moisture content to be

6 1480.00 determined during trial length construction, concrete 2413.70 cum

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

batching plant, transported to site, laid with a paver,

compacting with 8 to 10 tonne vibratory roller, finishing

and curing etc complete as per clouse no 601 of MORT & H

specifications.

Providing and Layig interlocking cement concrete paver

blocks 120 mm thick of M55 grade of approved make and

shape including leveling the base with 50mm thick sand

bedding, laying the paver blocks in pattern as directed by

7 9862.00 the EIC, filling the joints with sand including watering, 978.80 Sqm

rolling and compacting with appropriate tools and plants,

all conveyance including loading, unloading of blocks

etc.complete in all respect.

Providing and fixing precast cement concrete kerbs of M30

grade and sectional dimensions 150 mm x 600mm (150mm

being width and 600 mm height) using table vibrated

precast concrete units of approved size having one top edge

champhered or rounded as per approved design including

setting in position with cement mortar 1:3 (1 cement,

coarse sand) 50 mm thick bedding with necessary

excavation, filling the joints with cement mortar 1:2 (1

cement, 2 fine sand), cost of moulds, finishing curing

Providing and Laying CC 1:3:6 (1 cement :3 coarse sand :

crushed stone aggregate 20mm nominal size) and curing

9 4.00 complete including cost of form work in. 5597.70 Cum

(A) Wall caps/ coping/foundation/plinth beams

I/We am / are willing to carry out the work at ................................................................................................. % above/ below percent (Should be

*Estimated Amount

Put to tender 22156471.80 Put to tender

Total 22156471.80 Net.

In Words : Two CroreTwenty One Lakh Fifty Six Thousand Fourty Hundred In Words .................................................................

(* Please strike out whichever is not applicable.)

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other specifications of

Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the

Notes 3 - Rates quoted include clearance of site (prior commencement of work and at its close ) in all respects and hold good for work

Signature of the Contractor