Replacement Of Bailey Bridge By Rcc Bridgel- 48.00 Replacement Of Bailey Bridge By Rcc Bridgel- 48.00 M Over Sarma River At 30 Card On Gandacherra-Amarpur Road At Ch. 1.50 Km, Sanctioned For Implementation Under Nabard ( Ridf-Xx ) , Job No.Tp / Com
Tender Value
2.52 Crore
Estimated cost
Bid Submission
27 Aug 2021
0 days left
EMD
2.52 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gandacherra → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Replacement Of Bailey Bridge By Rcc Bridgel- 48.00 Replacement Of Bailey Bridge By Rcc Bridgel- 48.00 M Over Sarma River At 30 Card On Gandacherra-Amarpur Road At Ch. 1.50 Km, Sanctioned For Implementation Under Nabard ( Ridf-Xx ) , Job No.Tp / Com / 35 / 2014-15
BOQ
| Sl. No. | Item Description |
| 1 | Foundation |
| 2 | Excavation for StructuresEarthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 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.Ordinary SoilA. By Manual Means |
| 3 | Upto 3 m depth |
| 4 | 3 m to 6 m depth |
| 5 | Levelling Course for Pile capProviding and laying of PCC M15 levelling course 100 mm thick below the pile cap. (including centering, shuttering, staging etc. but excluding reinforcement ) |
| 6 | Case - I : Using Concrete Mixer |
| 7 | Reinforced cement concrete in pile cap complete as per drawing and MoRT&H technical clauses 1100, 1500, 1700 (including centering shuttering staging etc but excluding reinforcement. |
| 8 | RCC Grade M 35 Case-I: Using concrete mixer |
| 9 | Bored Cast-in-Situ M-35 grade RCC pile excluding reinforcement complete as per Detailed Drawing & MoRT&H technical specifications Clauses 1100,1700 and removal of excavated earth with all lifts and lead upto 1000 m. 1000 mm dia |
| 10 | Pile load test on single vertical pile in accordance with IS : 2911 (Part - IV) |
| 11 | a) Initial and routine load test |
| 12 | b) Lateral load test |
| 13 | Supplying, fitting & placingThermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600. |
| 14 | Substructure |
| 15 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings &MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) RCC M 25 Grade(Case - I : Using Concrete Mixer) |
| 16 | a) upto 5 m height. |
| 17 | b)For height above 5 m upto 10 m |
| 18 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specificationClauses 1600, 2200. |
| 19 | Supplying, 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, complete assembly to be of cast steel/ fabricated structural steel,metal and elastomer elements to be as per IRC:83, part-I and II respectively and other parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved technical specification. |
| 20 | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200. |
| 21 | Backfilling behind abutment, wing wall & return wall complete as per drawings, clause 710.1.4 of IRC:78 &MoRT&H technical specification Clause 2200.ii) Sandy material |
| 22 | Providing & laying filter media with jhama brick 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 MoRT&H technical specification clause 2504.2.2 |
| 23 | Superstructure |
| 24 | Plain/ Reinforced cement concrete in superstructure including all formworks required as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) RCC Grade M 25 Case - I : Using Concrete Mixer |
| 25 | For T-beam & slab superstructure.Height 5m to 10m. |
| 26 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed stee bar reinforcement in superstructure complete as per drawings & MoRT&H technical specificationClauses 1600. (Fe-500) |
| 27 | Providing and laying Cement concrete wearing coat M-30 grade including all formworks & required reinforcement complete as per drawings & MoRT&H technical specificationClauses 2702 (including centering, shuttering, staging etc. but excluding reinforcement) |
| 28 | Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians,constructed with M-40 grade concrete with HYSD reinforcement confirming to IRC:21 and dowel bars 25 mm dia ,450 mm long at expansion joint filled the pre-moulded asphalt filler board,keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No.RW/NH-33022/94-DO III dated 24 june 1994 as per dimension in the approved drawing and at location directed by the Engineer ,all as specified. |
| 29 | Providing and placing in position drainage Spouts complete as per drawing (SD/205) and MoRT&H Technical Specification Clause 515, 2705. |
| 30 | PCC M15 Grade leveling course below approach slab complete including all formworks required as per drawings and MoRT&H Technical Specification Clause 2700. |
| 31 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawings and MoRT&H Technical Specification Clause 2704, 1500, 1600, 1700.RCC M 25 Grade |
| 32 | Strip Seal Expansion JointProviding and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation as per drawings and MoRT&H Technical Specification Clause 2607. |
AI Tender Summary
Tender Timeline
Jul 29, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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