Urban Development Department Tender
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Costs
EMD
₹ 81,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UDD_91583_1Bid Award Id
ViewTender No
UDD/CH/NPC/08/2024-25 (GR.-09)Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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BOQ Items
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
S.O.R. Item No. 4.14 B
153.97
327628
2127.87
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means).
S.O.R. Item No. 5.01 A (i)
2412.91
197038
81.66
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.)
Bituminous Macadam for GradingII: (19 mm nominal size)
S.O.R. Item No. 5.03 (ii)
120.65
974014
8073.06
Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) as per Technical Specification Clause 503
S.O.R. Item No. 5.02 (i)
2412.91
30547
12.66
Providing and laying semi dense bituminous concrete with 100- 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot 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 achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
Semi-Dense Bituminous Concrete, Grading II: (10 mm size)
S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th)
60.32
636023
10544.16
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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..
S.O.R. Item No. 8.13
118.2
69064
584.3
Earthwork in excavation trenches in foundation in ordinary soil and disposal of excavated earth as obtained to a distance upto 50M incluiding all lifts, leveling, ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, and direction of E/I.
67.39
10231
151.82
Providing and laying in position specified grade of plain cement concrete excluding the cost of centering shuttering finishing and reinforcement - All works upto plinth level.
1:2:4 (1 cement: 2 coarse sand(zone III):4graded stone concrete 20mm nominal size)
9.98
45890
4598.23
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement - All works upto plinth level.
1:1.5:3 (1 cement: 1.5 coarse sand(zone III):3graded stone concrete 20mm nominal size)
32.94
171880
5218
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement - in slab
1:1.5:3 (1 cement: 1.5 coarse sand(zone III):3graded stone concrete 20mm nominal size)
9.96
62836
6308.87
Providing plain M.S. reinforcement above 6mm but upto 12mm dia M.S. bars as per approved design and drawing excluding carriage of M.S. bars to work site …do…..do….E/I.
2.1
174959
83314.02
centering and shuttering including strutting, proping etc removal of form for foundation,footing,bases in drain work site …do…..do….E/I.
117.94
22939
194.5
Carrige of Meterial
cement + steel (Lead 2 Km)
23.45
10041
428.2
St. Chips (Lead 8 Km)
45.88
13864
302.2
Sand (Lead 15 Km)
22.94
8639
376.6
ADD 18% GST
1
611629
611629.39
ADD 1 % LABOUR CESS
1
40095
40095.7
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