Islamic University Of Science And Technology Tender
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Islamic University Of Science And Technology - IUST Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Oct 2024
Closing Date17 Oct 2024
Tender Amount₹ 99,32,164
Costs
EMD
₹ 1,98,643Document Cost
₹ 4,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IUST_258881_1Bid Award Id
ViewTender No
IUST/EW/24/TEND/CVL/MMR/09Tender Authority
Islamic University Of Science And Technology ViewPurchaser Address
-Website
http://https://www.iustlive.com/
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Documents
BOQ Items
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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 equipped 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 specifications and directions of Engineer-in-Charge.
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
340.25
8734
2972032.71
... More
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion On bituminous surface @ 0.25 Kg/sqm.
4536.6
20
92319.81
... More
Providing and laying semi- dense 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 equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
4536.6
298
1354175.1
... More
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
4536.6
101
460011.24
... More
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
860
638
549454
... More
Flooring with Cobble Stone of Approx Size 100mm x 100mm x 45mm (Thick) Laid on 25mm average thick Cement Mortar 1:3 (1 cement : 3 Coarse Sand) and Jointed with Grey cement slurry mixed with pigment to match the shade of the stone, laid in approved patterns completein all respects as per the direction of Engineer In Charge
1063.5
2250
2392875
... More
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 250 meters lead as per direction of Engineer-in-charge: Bituminous road.
569.6
297
169712.32
... More
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 250 metres: All kinds of soil
346.71
306
106145.27
... More
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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
27
6591
177963.75
... More
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
51.75
286
14818.61
... More
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe
80
2413
193048
... More
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
770
153
117810
... More
Providing & Laying of Stone Soling in layers not Exceeding 15cm including compaction including carriage to site all complete Job
115.5
1205
139177.5
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