Urban Development Department Tender
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Costs
EMD
₹ 1,05,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UDD_49038_11Bid Award Id
ViewTender No
GML/NP/04/2020-21Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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Documents
BOQ Items
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all lifts including cost of all materials, labour ,royalty and taxes all complete as per building specification and direction of E/I .(Mode of measurment compacted volume)
70.09
-
223.35
Supplying and laying ( properly as per design and drawing) rip -rap with good quality of duly packed including the cost of materials , royality all taxes etc.But excluding the cost of caariage all complete as per specification and direction of E/I .
89.21
-
1149.12
Providing P.C.C 150 in nominal mix of ( 1:2:4)in foundation with approved quality of stone chips 20 mm to 6 mm size grade and clean coarse sand of F.M 2.5 to 3 including screening , shuttering mixing cement concrete in mixer and placing in position , vibrating , striking , curing taxes and royalty all complete as per building specification and direction 0F E/I.
106.2
-
5358.83
Providing P.C.C 150 in nominal mix of ( 1:2:4)in foundation with approved quality of stone chips 20 mm to 6 mm size grade and clean coarse sand of F.M 2.5 to 3 including screening , shuttering mixing cement concrete in mixer and placing in position , vibrating , striking , curing taxes and royalty all complete as per building specification and direction 0F E/I.
169.92
-
5358.83
Providing and applying tack coat with bitumin emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom.
6970.26
-
10
Bituminous Macadam ( providing laying bituminous macadam with 100-120 THP hot mix plant producing an avg. output of 75 tonnes per using crushed aggregate of specified grading premixed with bituminous binder , transported to site, laid over apreviously prepared surface with paver finisher to the required grade , level and alignment and rolled clause 501.6 and 507.7 to achive the desired compaction for grading|| (19 mm normal size)
177.36
-
5605
bitiminous concrete( providing laying sem ) dense bitiminous macadam with 100 -120 THP hot mix plant producing an average output of 75 tonnes per using crushed aggergates of specified grading premixed with bitumiunous binder@ 5.4 to 5.6% of mix and filler, transporting the hotb mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade , level and alignment rolling with smooth wheeled vibratory and tandem rollers to achicve the desired compaction as per MORTH specification clause no. 509 complete in all respects. ( for grading| (13 mm normal size.)
177.36
-
7586
Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface ( providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorsing glass beads @ 250 gms per sqm area , thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 . the finished surface to be level , uniform and free from streaks and holes.
153.35
-
548
Retro-reflectorised traffic signs ( providing and fixing of retro-reflectrosied cautionary, mandatory and informatory signs as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm fiemly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm , 60cm below ground level as per approved drawing.
-
-
-
90 cm equilateral triangle
2
-
5416
80 mm x 60 mm rectangular
2
-
6747
CARRIAGE OF MATERIALS
-
-
-
Stone boulder( lead upto 07km)
89.21
-
338.28
sand( lead upto 26 km)
194.34
-
469.22
stone chips (lead upto 7 km)
248.51
-
299.26
Earth ( upto 1 km ) excavated
173.47
-
177.17
Cement ( lead upto 1 km)
90.91
-
106.31
Emulsion ( lead upto bokaro 210 km)
1.39
-
1874.25
bitumen ( lead from bokaro 210 km)
33.77
-
1874.25
aggregate ( lead uoto 7 km )
516.19
-
418.89
Add 12 % GST
1
-
559942.63
Adding Labour Cess @ 1% of Estimated Cost
1
-
52261.31
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