Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 61,33,000
Costs
EMD
₹ 1,22,660Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Construction Of Link Road From Higher School Dodaj To Middle School Dodaj
Description
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Contact
Tender Id
2025_PWDJK_269935_1Tender No
NIT No 19 of 2024 25 Dated 09 01 2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
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Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages)
247
1204
297425.05
... More
Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete.
-
-
-
... More
Base course with 53mm to 22.4mm size,
247
768
189733.05
... More
Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20mm and 11.20mm nominal size)
37
1204
44553.55
... More
Supplying and stacking at site Good Earth
19
281
5344.7
... More
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Char
165
1885
311181.75
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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. On W.B.M. @ 0.75 Kg/sqm.
1650
74
122677.5
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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. On bitumen surface @ 0.50 Kg/sqm.
1650
55
91080
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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 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.
82
8590
704457.9
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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
1650
269
445252.5
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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.
1650
101
167310
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Stone filling hand packed in horizontal on level including cost of stones.
120
937
112548
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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:
317
256
81421.45
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Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size)
103
4826
497129.5
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of
inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
600
929
557910
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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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
58
5733
332548.8
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Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
137
2793
382750.6
... More
Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete
-
-
-
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Foundations, footings, bases of columns
157
286
44956.95
... More
Retaning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc
292
628
183653.4
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
628
218
137155.2
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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 )1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) complete job
15
4653
69799.5
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Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.
-
-
-
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Sand for an average distance of 140 kms by M.T
121
1734
209903.54
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Stone aggregate below 40 mm nominal size for an average distance 30 kms by M.T
242
520
125922.28
... More
Stone aggregate 63mm to 45mm size for an average distance of 45 kms by M.T
247
565
139713.08
... More
Stone Screening for an an average distance of 30 Km by M.T
37
520
19252.58
... More
Stone for an an average distance of 30 Km by M.T
257
612
157312.27
... More
Good earth for an average distance of 1 km by M.T
19
160
3057.67
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