Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Jan 2025
Closing Soon15 Jan 2025
Tender Amount₹ 1,13,90,270
Costs
EMD
₹ 2,27,805Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_APWD_17171_1Tender No
51/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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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)
18.54
10963
203270.89
... More
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).
18.7
9417
176098.09
... More
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
-
-
-
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1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1.88
13467
25319.82
... More
Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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Foundations, footings, bases for columns
85.2
494
42120.32
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Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
11.6
1045
12122.12
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :
-
-
-
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
7.13
12451
88776.49
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:
-
-
-
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
1.01
14680
14827.12
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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
28.78
494
14227.97
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
9.94
1045
10387.4
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
469.05
133
62594.72
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Cement concrete 1:2:4 (1 cment: 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation, finishing and tamping complete.
37.5
11029
413597.25
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Providing & Fixing 75 mm dia PVC weep hole as per the direction of Engineer-in-Charge.
16.3
254
4154.54
... More
Providing and erecting metal crash barrier comprising of 3mm thick corrugated sheet metal beam rail above ground level fixing on vertical post of 150x75x75 mm channel of height of 1.50 mtr at an interval of 2.00 mtr centre to centre of size 30x350x900 for a length of 0.90 mtrbelow ground/road level including earthwork at steel parts and fitments to be galvanised by hot dip process all fittings to confirm relevant specification metal beam rail to be fixed on the vertical post with a spacer of channel 150x75x5mm 350mm long complete as per the direction of Engineer-in-charge.
235
5103
1199299
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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.
1606
178
286349.8
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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.
160.6
4857
780130.56
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Base-Course with stone aggregate (63mm to 45mm) including stone screening 13.20mm (Tupe-A)
87.6
4577
400989
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Base-Course with stone aggregate (53mm to 22.4mm) including stone screening 11.20mm (Tupe-B)
65.7
4838
317856.6
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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.
876
86
76124.4
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On bituminous surface @ 0.50 Kg / sqm.
7300
64
469390
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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 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.
273.75
12162
3329347.5
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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.
182.5
18362
3351065
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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic 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.
146
713
104200.2
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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 `.9115453.06
1
22788
22788.63
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For 2nd Year 1.00% of `.9115453.06
1
91154
91154.53
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For 3rd Year 1.50% of `.9115453.06
1
136731
136731.8
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For 4th Year 2.00% of `.9115453.06
1
182309
182309.06
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For 5th Year 2.75% of `.9115453.06
1
250674
250674.96
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