Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jan 2025
Closing Soon16 Jan 2025
Tender Amount₹ 87,40,057
Costs
EMD
₹ 1,74,801Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_APWD_17220_1Tender No
41/EE/SAD/APWD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://apwd.and.nic.in/APWD/
GEM & Bid Advisory Services
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Documents
BOQ Items
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All kinds of soil
112
419
47012
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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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1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
80.4
10777
866506.98
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1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
16
9256
148110.4
... More
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
355.24
450
160078.25
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
-
-
-
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40 mm thick with 20 mm nominal size stone aggregate
40
797
31900
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12 mm cement plaster of mix :
-
-
-
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1:4 (1 cement: 4 fine sand)
200
431
86290
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Providing & Fixing 75 mm dia PVC weep hole as per the direction of Engineer-in-Charge.
13.44
254
3422.5
... More
Supplying and filling of stone boulder for filter media as per the direction of Engineer-in-charge in all complete.
2.75
2344
6447.65
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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 W.B.M. @ 0.75 Kg / sqm.
1596
88
141006.6
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On bituminous surface @ 0.50 Kg / sqm
3192
65
208437.6
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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 40-60 TPH capacity.
207.86
13010
2704362.53
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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 compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
-
-
-
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40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and cement filler @ 3% (percentage by weight of aggregate) and waste plastic addditive @ 8% (percentage by weight of bitumen) prepared in drum Type Hot Mix Plant of 40-60 TPH capacity.
100.73
19623
1976634.86
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
1520
178
271092
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Providing and laying for Water Bound Macadam items of works with specified stone aggregates of sizes, stone screening and binding material including screening sorting, spreading to fill up interstics of coarse aggregate to proper grade and camber and consolidation with road roller (8-10 tonne capacity) watering and compacting to achieve required density. (The measurement for WBM shall be taken into loose thickness (128mm) after botained required compation thickness of 100 mm as specified.)
-
-
-
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Sub-base with stone aggregate 90mm to 45mm including stone screening 13.20mm.
152
5027
764218
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Base-Course with stone aggregate (63mm to 45mm) including stone screening 13.20mm (Type-A)
114
4774
544293
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Base-Course with stone aggregate (53mm to 22.4mm) including stone screening 11.20mm (Type-B)
114
5342
609016.5
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Total of A(Sum of total amount)
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-
-
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05 Year Maintenance Provision
-
-
-
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For 1st Year 0.25% of `.7390289.09
1
18475
18475.72
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For 2nd Year 1.00% of `.7390289.09
1
73902
73902.89
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For 3rd Year 1.50% of `.7390289.09
1
110854
110854.34
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For 4th Year 2.00% of `.7390289.09
1
147805
147805.78
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For 5th Year 2.75% of `.7390289.09
1
203232
203232.95
Evaluation Notes How It Works ?
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