Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Jan 2024
Closing DateCancelled
Tender Amount₹ 1,08,76,000
Costs
EMD
₹ 2,17,520Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_242482_1Tender No
e-NIT 65 of 2023-24 Dt. 09-01-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Hard Rock (Requiring Blasting )
151
103752
687.1
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 50 metres: All kinds of soil
661.9
170009
256.85
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:
-
-
-
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
29
139968
4826.5
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
88.75
461757
5202.9
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
45
258012
5733.6
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
3.38
22278
6591.25
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) using 20% plum Nallah
5.54
26450
4774.46
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
45
350478
7788.4
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
5625
693000
123.2
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
315
90200
286.35
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
699
3776627
5402.9
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone Nallah
403
1125901
2793.8
Dumping stone including cost of stones. in Horizontal on level
359
336706
937.9
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
142.5
59351
416.5
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms
60
43092
718.2
Supplying and stacking at site Graded crushed stone aggregate of size
-
-
-
90 mm to 45 mm
140
168581
1204.15
63 mm to 45 mm
99.75
120113
1204.15
53 mm to 22.4 mm
94.5
113792
1204.15
Supplying and stacking at site Stone screening of size
-
-
-
13.2 mm nominal size (Type A)
72.11
86831
1204.15
11.2 mm nominal size (Type B)
7.56
9103
1204.15
Supplying and stacking at site Good Earth
19.18
5395
281.3
Laying, spreading and compacting stone aggregate of specified sizes to BM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
-
-
-
G-I
140
107541
768.15
G-II
99.75
76622
768.15
G-III
94.5
72590
768.15
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 W.B.M. @ 0.75 Kg/sqm.
1225
91078
74.35
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-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
61.25
526195
8590.95
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
1225
330566
269.85
Providing and laying seal coat of premixed fine aggregate (passing 2.36mm 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 andfinishing with road all complete.
1225
124215
101.4
Carriage of Materials
-
-
-
Stone for an Avg. distance of 15 Kms by MT
1447.7
586767
405.31
Sand and stone aggregate below 40mm nominal size for an Avg. distance of 45 kms by MT
746
511711
685.94
Stone aggregate above 40mm nominal size and above for an Avg. distance of 15 Kms by MT
334.25
125156
374.44
Good earth for an Avg. distance of 1 Kms by MT
19.18
3086
160.93
Evaluation Notes How It Works ?
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