Urban Improvement Trust Tender
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Costs
EMD
₹ 2,81,760Document Cost
₹ 3,500Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_UITKo_193149_1Bid Award Id
ViewTender No
16/20-21 (12)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
Stone masonary works in Cement Mortar 1:3 with mechanical mixerfor foundation (any level) complete including all scafoalding etc. excluding pointing and plastering as per drawing and technically specification section 1000,1400) RR masonary ( coursed/uncoursed)
2020
-
3283
Stone masonary works in Cement Mortar 1:3 for sub structure complete including all scafoalding as per drawing and technically specification section 1400) Coursed Rubble Masonary ( First Sort)
118
-
3770
Structural cement concrete for plain concrete/reinforced concrete for sub structure at any level complete as per drawing and technical specification. RCC M-25 including foarmwork upto 5 mtr height
42
-
4835
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specification in MoRTH specification clause 2605
38
-
1325
Supplying and laying under layer of bitumen saturated felt type-1.
26
-
70
Structural RCC/PSC upto a hight of 5 mtr for reinforced concrete in super structure complete including steel formwork scafolding etc as per drawing and technical specification RCC M-25 Solid Slab superstructure By Batching plant
114
-
4925
Providing and laying reinforced cement gradeM-30 design mix railing complete as per drawing and technical specification MoRTH Specification 2703,1500,1600.1700 Cast in Situ
30
-
1525
Reinforced Cement concrete wearing coat M-30 grade atany level including formwork and reinforcement complete as pewr drawing and technical specification (MorTH specification clause 2204,1500 and 1700)
14.8
-
10158
Pointing of any design with cement mortar 1/;3 on masonary work in substructure at any hight MoRTH specification clause 1312
2897.3
-
51.9
Providing and laying damp-proof course with cement concrete grade M-150 (1:2:4) mortar prepared with 1% solution of water-proof compound) excluding two coats of hot blown bitumen (2 kg per sqm) complete as per specification without glass strip 3mm thick at a distance of 1m interval. 50mm thick.
690
-
130
providing AC weep holes 150 mm dia in masonary/plain concrete/reinforced concrete abutment , wing wall/return wallcomplete as per drawing and technical specification (Morth specification clause2205)
35
-
128.52
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.
561
-
107
Providing, laying and spreading 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 the desired density, complete as per MoRTH Specification : clause No. 401. Grading-III
164
-
463
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
210
-
1471
Providing and laying un reinforced dowel jointed plain cement concrete pavement over a prepared sub base with 43 grade cemect coarse and fine aggregate confirming to IS 383 maximum size of coarse aggregate not excedding 25 mm mixed in a batching and mixing plant as per approved mix design transported to site laid with slip form paver spread compacted and finished in a continious operation including provision of contraction expansion construction and logitudinal joints joint filler seperation membrane sealant primer joint sealant debonding strip dowel bar tie rod curing compund finishing to lines and grades as per drawing as per MoRTH specification Clause no 602,112 Using Concrete pavement M-25 pavement Grade
253
-
5462
Providfing and laing HYSD bar reinforcement at any level in Superstructure complete as per Drawing and technical specification (MoRTH specification Section 1600)
13.42
-
65586
Steel Reinforcement in substructure complete MoRTH specification Section 1600 HYSD reinforcement
4.95
-
64448
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