S. R. to Internal Road at Bedi Port Jamnagar (IInd Attempt)

ITEM OF WORK In Unit Amount as per

Figure Estimated

Box cutting the road surface to proper slope and chamber

for making a base for road work including removing the

1 5625.00 excavated stuff and depositing on the road side slope as 213.20 cum

directed upto 50 M. lead.

Construction of granular sub-base by providing coarse

graded material of required grading- I, spreading in

uniform layers by mechanical means on prepared surface,

2 1688.00 mixing by 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

(Grading -II) aggregate to wet mix macadam specification

including premixing the material with water at OMC in

mechanical mixers, carriage of mixed material by tipper to

3 1407.00 site, laying in uniform layers by mechanical means in sub- 1264.80 cum

base/base 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

determined during trial length construction, concrete

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.

Cement Concrete M40 grade of specified thickness in

pavement using OPC 43 grade cement minimum @

kg/cum and graded stone aggregates 25 mm nominal

maximum size laid to required slope and camber in panels

as required using appropriate batching and mixing plant,

vibrating system comprising of needle vibrator, surface

(screed) vibrator, floater etc, heavy duty steel form work

made from MS channels including provision of contraction,

5 1688.00 expansion, construction and longitudinal joints, joint filler 5456.10 cum

board, joint sealant, sealant primer, debonding strip, MS

round dowel bar, tie rod all as per drawing and technical

specifications, admixture (super plasticizer) conforming to

IS:9103 @ 0.4 % by weight of cement, broom finishing,

curing etc complete. (Reinforcement in form of dowel bars,

tie rod etc to be paid for separately)

Providing and laying separation membrane of impermeable

plastic sheeting 125 micron thick laid flat without creases

including cleaning the sub-base using air compressor etc.

Supplying and fixing water proofed PVC dowel cap upto

7 651.00 mm dia. for Dowel bar as per drawing or as directed. 2.00 No

Supplying, bending, hooking and binding

thermomechanically treated (TMT) corrosion resistant Fe-

500D grade bar reinforcement including placing in position

etc. complete upto floor two level.

Providing MS reinforcement (Plain bar Fe-410) for RCC

9 2060.00 work including bending, binding and placing in position 68.80 kg

complete upto floor two level.

Rolling and consolidation of earth work / subgrade surface

with use of 8 to 10 tonne vibratory roller to make the

10 5625.00 surface ready for sub base / base course.(Compacted 4.60 sqm

Subgrade CBR=7%, Compaction>97% MDD)

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

*Estimated Amount

Put to tender 16482963.70 Put to tender

Total 16482963.70 Net.

In Words : One Crore Sixty Four Lakh Eighty Two Thousand Nine Hundred Sixty 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