Islamic University Of Science And Technology Tender

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Islamic University Of Science And Technology - IUST Tender

Eprocure
Opening Date25 Mar 2021
Closing Date6 Apr 2021
Tender Amount₹ 85,00,000 
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BOQ Items

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Supplying and stacking of stone aggregate 65mm to 45 mm

743

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Supplying and stacking of stone screenings 11.2 mm nominal size.

98

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Supplying and stacking of moorum at site

60

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Carriage of stone aggregate 65mm to 45 mm from wuyan avg lead 30Kms

743

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Carriage of stone screenings 11.2 mm nominal size from source to site avg lead 10kms

98

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Carriage of moorum to site avg lead 10 Kms

60

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

620

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Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

915

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

95

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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.

720

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

54

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