Institute Of Human Behaviour And Allied Sciences Tender

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The IHBAS has issued a formal invitation for competitive bids for the Institute Of Human Behaviour And Allied Sciences project, for Resurfacing Of Bitumen Concrete Of Old Roads In Internal Area Of New Residential Colony Gate No 01 To Emergency To Dg Front And In Hostel Area At Ihbas Under A R And M O During 2019 20 in North Delhi, Delhi, with an estimated contract value of Rs. 71,36,287. The bid opening date for this tender is 03-12-2020 and the last date for bid submission is 18-12-2020. Interested bidders for Institute Of Human Behaviour And Allied Sciences tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Institute Of Human Behaviour And Allied Sciences - IHBAS Tender

Opening Date3 Dec 2020
Closing Date18 Dec 2020
Tender Amount₹ 71,36,287 
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Laying at or near ground level old kerb stones of all types 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 joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)

75

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82.95

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

50

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138.85

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Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of serviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

150

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28.05

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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired ompaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

400

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10944.65

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Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

650

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483

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

80

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6157.45

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work

90

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79.95

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Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 25 mm thick

500

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671.85

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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan cluding getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kinds of soil

921

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92.55

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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg I sqm

10000

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33.65



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