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Construction Of Foundation, Sub Structure And Super Structure Of Bridge Over River Kali To Reach The Land Of Waste-To-Energy Plant And Construction Of Access Road To The Bridge And Land Acquisition Work In District Muzaffarnagar, muzaffarnagar-Uttar Pradesh

Uttar Pradesh State Bridge Corporation Limited has published Construction Of Foundation, Sub Structure And Super Structure Of Bridge Over River Kali To Reach The Land Of Waste-To-Energy Plant And Construction Of Access Road To The Bridge And Land Acquisition Work In District Muzaffarnagar. Submission Date for this Tender is 02-11-2023. Road Work Tenders in muzaffarnagar Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

40245732
Construction Of Foundation, Sub Structure And Super Structure Of Bridge Over River Kali To Reach The Land Of Waste-To-Energy Plant And Construction Of Access Road To The Bridge And Land Acquisition Work In District Muzaffarnagar
Open Tender
Indian
Uttar Pradesh
muzaffarnagar
02-11-2023

Tender Details

Construction Of Foundation, Sub Structure And Super Structure Of Bridge Over River Kali To Reach The Land Of Waste-To-Energy Plant And Construction Of Access Road To The Bridge And Land Acquisition Work In District Muzaffarnagar

Key Value

Document Fees
INR 11800 /-
EMD
INR 2106000.0 /-
Tender Value
INR 3.81 Crore /-

BOQ Items

Name of Work: Construction of Foundation, Sub structure and Super structure of bridge over River Kali to reach the land of Waste-to-Energy Plant and construction of access road to the bridge and land acquisition work in District Muzaffarnagar
Sl. No. Item Description
1Foundation
2Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.
3RCC in Well Curb
4RCC in Well Steining
5RCC in False stenning
6PCC in Bottom Plugging
7IntermediatePlugging
8Wellcap
9Supplying,fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
10Sinking of 5.15 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. - ( 0 M - 3M )
11Sinking of 5.15 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. -( 3 M - 10 M )
12Sinking of 5.15 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. -( 10 M -20 M )
13Sand Filling in Wells complete as per Drawing and Technical Specifications.
14Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 5 m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25 m.
15Sub-Structure
16RCC in Pier
17RCC in Abutment column
18RCC in Pier cap
19RCC in Top beam
20RCC in Pedestal
21RCC in Back wall , wing wall & Parapet
22Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
23Super-Structure
24Concrete in PSC Main Beam
25RCC in deck slab
26RCC in cross beam
27RCC crash barrier
28Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
29High tensile steel wires/strands including all accessories for stressing,stressing operations and grouting complete as per drawing and Technical Specifications
30wearing coat
31Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.)
32Drainage Spouts complete as per drawing and Technical specification
33Seismic Stopper
34Providing Fitting and fixing of GI Pipe Railing
35Supplying,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. (160 Ton Capacity)
36Making fo Pile Bridge
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