Urban Improvement Trust Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 400Tender Fee
₹ 500
Description
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Contact
Tender Id
2021_UITUD_211910_1Bid Award Id
ViewTender No
NIT_59_10Tender 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
Item Code [bsr 2016 3.7]:Item Type [road] :: 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.)
200
-
51
Item Code [BSR 2016 3.8]:Item Type [road] ::
Sub Item Code [BSR 2016 3.8 + A]: Excavation in hard rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock loading in tippers and disposal within all lifts and leads upto 1000 meters trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised
280
-
197
Item Code [BSR 2016 4.12]:Item Type [road] :: 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.)
412
-
1223
Item Code [BSR 2016 4.2]:Item Type [road] ::
Sub Item Code [BSR 2016 4.2 + BSR 2016 4.2 (ii)]: Granular Sub-Base with Coarse Graded Material (Table :- 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve with desired density, complete as per clause 401) for grading-II Material
721
-
373
Item Code [BSR 2016 Road 8.13]:Item Type [road] :: 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.)
156
-
441
Item Code [BSR2016 5.1 i]:Item Type [road] :: 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)
2060
-
28
Item Code [BSR2016 5.11 A 2]:Item Type [road] :: 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
2060
-
119
Item Code [BSR2016 5.3 B (ii)]:Item Type [road] :: 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)
103
-
4595
Item Code [Road BSR 2016 3.6]:Item Type [road] :: 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.
160
-
38
Item Code [Road BSR 2016 5.2 (iii)]:Item Type [road] :: 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
2060
-
10
Item Code [RUIDP 2017 9.2]:Item Type [RUIDP] :: Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manualy, compacting with surface vibrator, finishing and curing
34
-
2360
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