Urban Improvement Trust Tender
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Costs
EMD
₹ 7,65,000Document Cost
₹ 7,500Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_UITKo_399339_1Bid Award Id
ViewTender No
NIT 01/2024-25 (132)Tender 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
Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :
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Raised and cut pointing.
80
18640
233
Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level.
0.9
3540
3934
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. By using concrete mixer
-
-
-
With 20mm nominal size aggregate
-
-
-
R.C.C. M-25 grade
111
510267
4597
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600].
-
-
-
HYSD bar reinforcement
13.49
867559
64328
Providing and Laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' Class loading as per IRC specifications including the effect of impact EQ etc. complete on form base of 200 mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures,construction of drain for diversion of flowing water,cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specifications.
-
-
-
Size 3.00 M x 2.50 M
31.25
2745625
87860
Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
72163.26
7721468
107
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth
-
-
-
(MoRTH specification : clause 301 to 305).
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By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
3649.8
124093
34
Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.By Mix in place method Grading I
9137.95
4779149
523
Providing, laying, spreading and compacting crushed graded stone aggregate as per table 400-10 & 400.11 to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), as per design mix, carriage of mixed material by tipper to site, laying in uniform layers in motor grader/F.E. loader/ paver finisher, in subbase/base course on a well prepared under -base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricating and maintenance of diversion, etc. (MoRTH Specification : Clause 406) with all lead & lift
6317.04
9292368
1471
Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
-
-
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Using Concrete Mixer
3730
857900
230
Painting Two Coats on New Concrete Surfaces.Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
559.5
45319
81
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
28814.25
864427
30
Providing and applying tack coat on the primer surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
28814.25
345771
12
Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift 50/75mm compacted thickness with 3.3% bitumen VG30 grade
1152.57
5987601
5195
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
28814.25
259328
9
Providing and laying 20mm thick Mix Seal Surfacing on a prepared surface in a single course composed of specified close graded crushed stone aggregates (as per table 500-19) premixed with bituminous binder (including cost of anti-stripping compound, wherever required). In a Hot Mix Plant 40-60 TPH with F.E. loader, laying with paver finisher, transporting the mixed Material by tipper and rolling with power roller 8-10 tonne, to achieve desired density approved by the department, but excluding cost of tack coat with all lead & lift (MoRTH specification : clause 508).
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Type “B” (19 kg binder per 10 sqm) bitumen VG30 grade.
28814
3515308
122
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