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C/o Motorable Steel Arch Bridge over river Yamne at Reglat (Bysang)

C/o Motorable Steel Arch Bridge over river Yamne at Reglat (Bysang)

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T4<br />

(k)<br />

0)<br />

4.4.<br />

4.5. A.<br />

(a)<br />

(b)<br />

(c)<br />

proposals for subcontracting components of the Works amogntrng to more<br />

than 10 per cent of the Bid Price (for each, the qualifrc<strong>at</strong>ions and experience of<br />

the identified sub-contractor in the relevant field should be annexed); and<br />

the pnogxrd methoColory arrd pragrzr:rcrre of construction, backed wittr<br />

equipment planning and deployment, &rly supported with broad calcul<strong>at</strong>ions<br />

and quality control procedures proposed to be adopted, justifying their<br />

capability of execution and completion of the work as per technical<br />

specific<strong>at</strong>ions within the stipul<strong>at</strong>ed period of completion as per milestones (for<br />

all contracts ouer Rs,5 Crore),<br />

a€€eptabi#<br />

To qualify for award of the contract, each bidder in its name should<br />

have in the last five yeans as refered to in Appendix.<br />

achieved a minimum annual financial turn<strong>over</strong> (in <strong>at</strong>l classes of cMl<br />

engineering construction works only) amount indic<strong>at</strong>ed in Appendix in anyone<br />

year.<br />

s<strong>at</strong>isfactorily completed (not less than 9Ao/o of contract value), as a prime<br />

contractor (or as a nomin<strong>at</strong>ed subcontractor, where the subcontract involved<br />

execution of all main items of work described in the bid document, provided<br />

further th<strong>at</strong> all other qualific<strong>at</strong>ion criteria are s<strong>at</strong>islied) <strong>at</strong> least one sirnilar<br />

work of value not less than amount indic<strong>at</strong>ed in Appendix (usuallg not less<br />

than Sao/o of estimaled uafue of contrad);<br />

executed in any one year, the minimum quantities of the following items of<br />

work as indic<strong>at</strong>ed in Appendix.<br />

Earth work in F/C<br />

15O0.00 cum<br />

lv<br />

E/W in excav<strong>at</strong>ion in trenches<br />

Plain RCC M-25<br />

PCC 1:3:6<br />

Design fabric<strong>at</strong>ion & steel<br />

1845.00 cum<br />

225.7I cum<br />

17.50 Sqm<br />

356.22 MT<br />

rtt<br />

Taking delivery /Erection<br />

of steel <strong>Arch</strong> bridge<br />

356.22 MT<br />

vii<br />

HYSD Bar<br />

34.20 MT<br />

vl11<br />

RCC Approach slab<br />

162.00 cum<br />

ix<br />

x1<br />

Copper pl<strong>at</strong>e expansion joints<br />

Black filling<br />

<strong>Steel</strong> Rocker bearing<br />

1O mtr<br />

104.0O cum<br />

(80x80) Tone capacity<br />

*<br />

**<br />

To be deleted fo-r projects costing Rs. 1O0 Crores or rrore<br />

To be deleted for projects costing less than Rs" 100 Crore<br />

/<br />

i<br />

C =D o\,f = ,ti<br />

I=o DzO

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