Urban Development Department Tender
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Costs
EMD
₹ 1,52,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UDD_88362_1Bid Award Id
ViewTender No
JMC/02/2024-25 (GR-2)Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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Documents
BOQ Items
Providing randam rubble stone masonry in CM (1:6) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
86.63
218376
2520.8
Providing randam rubble stone masonry in CM (1:6) in superstructure including cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
81
217733
2688.07
Providing P.C.C. M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6mm size graded 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 of E/l.
3.38
19016
5626.21
Providing tuck pointing in cement on stone masonary (1:3) cement on brick work with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
120
30567
254.73
Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and weir all complete as per building specification and direction of E/l.
10
1664
166.46
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials,labour,royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume).
45.56
26858
589.51
Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
457.5
151130
330.34
Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening,shuttering,mixing cement concrete in mixer and placing in position,vibrating,skirting,curing(but excluding cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I.
247.05
1289106
5218
Dismantling plain cement or lime work including stacking serviceable materials in countable stacks within 15M. lead and disposal of unserviceable materials with all leads all complete as per direction of E/l.
90
86030
955.89
Providing tor steel reinforcement of 8 mm Bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 8 MM DIA
4.76
396574
83314.02
10 MM DIA
6.53
536090
82096.54
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m
391.92
24455
62.4
Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.
587.88
76365
129.9
Granular Sub-Base with Graded Material (Table:- 400-1) By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Rate per cum for grading-II Material
210.87
277652
1316.7
Wet Mix Macadam (Plant Mix Method) 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.
293.94
500021
1701.1
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.
1959.6
157355
80.3
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.
1959.6
24690
12.6
Bituminous Macadam Grading- I with VG-30 Grade Packed Bitumen Providing and laying bituminous macadam with higher capacity hot mix plant 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. for grading I (40 mm nominal size)
97.98
717242
7320.3
Bituminous concrete Grading- I with VG-30 Grade Packed Bitumen Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 percent 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 MORT&H specification clause no. 507 complete in all respects. .for grading I ( 19 mm nominal size)
58.79
626466
10656
Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.60 cm x 60 cm square
1
6260
6260.9
60 cm x 45 cm rectangular
1
5312
5312
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 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.)
92
53755
584.3
CARRIAGE OF MATERIALS.
-
-
-
Cement + Steel (Lead - 2 km)
136.91
58624
428.2
sand ( Lead - 20 km)
232.47
100380
431.8
stone chips ( Lead - 18 km)
894.24
359520
402.04
stone Metal ( Lead - 18 km)
244.65
104504
427.16
Bitumen/Emulsion ( Lead - 162 km)
16.56
31732
1916.2
Boulder ( Lead - 18 km)
190.13
78827
414.6
Bricks (lead 30 km)
14.75
19903
1349.4
ADD @ 18 % GST
6409994.55
1153799
0.18
ADD @ 1 % Labour Cess
7563793.57
75637
0.01
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