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Replacement Of Existing Bridge By Rcc Bridge Over Iii ) Malidharcherra On The Road From Kacharicherra Tsr Camp To Kacharicherra Flat Brick Soling, Wing Wall, Block Pitching, Dhalai-Tripura

Public Works Department-PWD has published Replacement Of Existing Bridge By Rcc Bridge Over Iii ) Malidharcherra On The Road From Kacharicherra Tsr Camp To Kacharicherra Flat Brick Soling, Wing Wall, Block Pitching. Submission Date for this Tender is 28-02-2022. Bridge Work Tenders in Dhalai Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

31050917
Replacement Of Existing Bridge By Rcc Bridge Over Iii ) Malidharcherra On The Road From Kacharicherra Tsr Camp To Kacharicherra Flat Brick Soling, Wing Wall, Block Pitching
Open Tender
Indian
Tripura
Dhalai
28-02-2022

Tender Details

Replacement Of Existing Bridge By Rcc Bridge Over Iii ) Malidharcherra On The Road From Kacharicherra Tsr Camp To Kacharicherra Flat Brick Soling, Wing Wall, Block Pitching

Key Value

Document Fees
INR 1000 /-
EMD
INR 24218.0 /-
Tender Value
INR 24.21 Lakhs /-

BOQ Items

Name of Work:Replacement of existing bridge by RCC bridge over- iii)Malidharcherra on the road from Kacharicherra TSR Camp to Kacharicherra Re-grouping centre on the road at Ch. 0.21 km(Length-60.00 mtr)Job No-TP/COM/59/2012-13 sanction for implementation under NABARD(RIDF-XVIII)/Balance work(3rd call)./Construction of approach road for RCC bridge at Malidharcherra(Kacharicherra TSR camp end)/SH:Flat brick soling,wing wall,CD,block pitching,earth filling etc.
Sl. No. Item Description
1Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Technical Specification Clause 302.3.
2i) Brick on edge soling Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and crosssection shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
3ii) Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
4iv) Brick edging laid length wise Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and crosssection shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412
5Road side Pucca Drains Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) (B)Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) I. In Ordinary Soil
6Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
7Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I Sand filling
8Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering shuttering staging etc but excluding reinforcement) I. P.C.C grade M 10 (using jhama brick aggregate) (i) Nominal mix 1:3:6
9Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). I. R.C.C grade M 20
10Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
11Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
12Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.
13Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement). I. R.C.C grade M 20 (i) For nominal mix 1:1.5:3
14Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.
15Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.
16Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
17Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement) I. Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching (i) Nominal mix 1:3:6
18Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5
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