Urban Improvement Trust Tender
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Costs
EMD
₹ 8,415Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_UITUD_104642_1Bid Award Id
ViewTender No
NIT_06_04Tender Authority
Urban Improvement Trust ViewPurchaser Address
-Website
http://http://urban.rajasthan.gov.in/content/raj/udh/uit-udaipur/en/home.html
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Documents
BOQ Items
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
60.75
167548
2758
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate M20 grade Nominal mix (with graded stone aggregate 20mm nominal size)
80.1
326087
4071
Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement M20 grade nominal mix (with graded stone aggregate 20mm nominal size)
3.17
14039
4429
providing and fabricating reinforcement for work including straightening cutting bending placing in position in binding (including cost of binding wire) all complete up to floor level Thermo mechanically treated bars ( conforming to relevant Is: 1786)
300
20100
67
Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts, footings, straps beams, bases of columns etc upto plinth level
1.2
102
85
Excavation in ordinary rock using hydraulic excavator CK-19 and tippers with disposal upto 1000 meters. (Excavation for roadway rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
164
8364
51
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the martial with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
351
429273
1223
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 503(Low Porosity)
1040
29120
28
Close Graded Premix surfacing/Mixed seal surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonne/hour.Providing,laying and rolling of close graded premix surfacing material of 20 mm thickness 0.09 mm (type-b) or 13.2 mm to bitumen to the required line ,grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable plant ,laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.) Type A MSS-(Bituminous Binder @22 kg/10 sqm,aggregate @0.27 cum/10 sqm) Bitumen VG -30
1320
157080
119
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
280
2800
10
Bituminous Macadam (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 (3.3%) of mix, 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) VG-30 for grading II(19 mm nominal size)
66
303270
4595
construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2
396
32472
82
Excavation in soil using hydraulic excavator CK 90 and tippers with disposal upto 1000 meters (Excavation for roadway in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section and transporting to the embankment location within all lifts and lead upto 1000 meter.
820.8
31190
38
Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the granular surface treated with primer & cleaned with broom as par technical specification Clause 50
1040
10400
10
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