Translational Health Science And Technology Institute Tender
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Costs
EMD
₹ 14,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_THSTI_509382_1Bid Award Id
ViewTender No
THSTI/Engg./Civil/Fbd/19-20/05Tender Authority
Translational Health Science And Technology Institute ViewPurchaser Address
-Website
http://http://thsti.res.in/
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Documents
Widening of Existing Pavers Path at NCR Biotech Science Cluster, Faridabad
BOQ Items
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.
300
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in-charge.
2
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Laying of old kerb stones (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)
300
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-
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.
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Ordinary Rock
3
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-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
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Foundations, footings, bases of columns, etc. for mass concrete.
20
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-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
-
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Thermo-Mechanically Treated bars of grade Fe-500 D or more.
375
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-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
-
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
3
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-
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
-
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-
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
12
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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 :
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On bituminous surface @ 0.50 Kg / sqm
225
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-
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
-
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With cement mortar 1:4 (1cement: 4 coarse sand)
100
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
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1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size)
17
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-
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
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Cement mortar 1:6 (1 cement : 6 coarse sand)
3
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Removing and refixing of existing street light 6 m high galvanised conical pole.
7
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-
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