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Tender For Construction Of Long Span Bridge Over Kongko River, itanagar-Arunachal Pradesh

Rural Works Division has published Tender For Construction Of Long Span Bridge Over Kongko River. Submission Date for this Tender is 05-03-2024. Bridge Work Tenders in itanagar Arunachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42319160
Corrigendum : Tender For Construction Of Long Span Bridge Over Kongko River
Open Tender
Indian
Arunachal Pradesh
itanagar
05-03-2024

Tender Details

Tender For construction of Long Span Bridge Over Kongko River

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Feb-2024 submission of original document Other 05-03-2024

Key Value

Document Fees
INR 15000 /-
EMD
INR 1023000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: - C/o Long Span bridge over Kongko river
Sl. No. Item Description
1Earth Excavation work in foundation
2Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal uptoa leadof 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable materialII).Ordinary rock(not requiring blasting) upto 3.0 meter depth
3Plain M15 grade Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
4Concrete grade M 15 for levelling course
5Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
6Concrete grade M-35 in Open foundation ( With Batching Plant, Transit Mixer and Concrete Pump)
7Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
8M-15 Annularfilling around trnches of raft
9Concrete grade M-35 in Sub-structure ( With Batching Plant, Transit Mixer and Concrete Pump)
10Back filling work
11Backfilling behind abutment, wing wall and return wall complete as per drawings &technical specification Clause 1204.3.8 I) Granular material
12Providing and laying filter media with granular crushed aggregates as per specification toa thickness of not less than 600 mm with smaller size towards the soil and bigger sizetowards the wall and providing over the entire surface behind abutment, wing wall, returnwall to the full height, compacted to firm condition complete as per drawing and technicalspecification Clause 1204.3.8
13RCCin Slab,grade M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
14For solid slab super-structure, 18-28% of (a+b+c)Height 5m to 10m
15For RCC T-Girders concrete, 23-33% of (a+b+c) Height 5m to 10m
16Reinforcement (HYSD Bar) for Sub-structure
17(Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/ JINDAL/SHYAM) STEEL)
18Reinforcement (HYSD Bar) for Super-structure
19(Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/ JINDAL/SHYAM) STEEL)
20Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
21POT-PTFEBearings
22Appraoch slab
23M15 PCC below approach slab (base layer)
24M30 grade concrete (second layer or top layer)
25RCC in Crash Barrier, Grade M-40
26Expansion Ioint
27Strip seal Ioints
28Wearing coat
29Drainage Spouts complete as per drawing and Technical specification
30Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
31Painting 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)
32Painting of structures
33Seismic Arrestor
34Stone Pitching on slopes
35Filter media
36Routine Maintenance
37First Year
38Second Year
39Third Year
40Fourth Year
41Fifth Year
42GST
43Add GST @ 18%
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