Construction Of Rcc Bridge ( Length 36M ) Over River Thakura Cherra On Gandacherra Raishyabari Road At Ch 7 . 50Km , Sanctioned For Implementation Under Nabard ( Ridf Xx ) , Job No . Tp/Com/37/2014-15 ( 7Th Call )
Tender Value
1.53 Crore
Estimated cost
Bid Submission
18 Feb 2020
0 days left
EMD
1.53 Lakhs
Bank guarantee accepted
Document Fee
2500
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
Construction Of Rcc Bridge ( Length 36M ) Over River Thakura Cherra On Gandacherra Raishyabari Road At Ch 7 . 50Km , Sanctioned For Implementation Under Nabard ( Ridf Xx ) , Job No . Tp/Com/37/2014-15 ( 7Th Call )
BOQ
| Name of Work: Construction of RCC bridge (Length=36m) over river Thakura Cherra on Gandacherra-Raishyabari road at Ch.7.50km, sanctioned for implementation under NABARD (RIDF-XX), Job No.TP/COM/37/2014-15 (7th call) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Structures\nEarthwork 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.\nOrdinary Soil\nA. By Manual Means | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Upto 3 m depth | BI01010001010000000000000515BI0100001113 | 448.703 | cum |
| 3 | 1.02 | 3 m to 6 m depth | BI01010001010000000000000515BI0100001114 | 113.195 | cum |
| 4 | 2 | 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 | BI01010001010000000000000515BI0100001115 | 272 | m |
| 5 | 3 | Levelling Course for Pile cap\n Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. (including centering, shuttering, staging etc. but excluding reinforcement ) \nCase - I : Using Concrete Mixer\n | BI01010001010000000000000515BI0100001116 | 14.244 | cum |
| 6 | 4 | Reinforced cement concrete in pile cap complete as per drawings & MoRT&H technical specifications Clauses 1100, 1500, 1700. (including centering shuttering, staging etc. but excluding reinforcement)\nRCC Grade M 35\n(Case - I : Using Concrete Mixer) | BI01010001010000000000000515BI0100001117 | 206.55 | cum |
| 7 | 5 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600. | BI01010001010000000000000515BI0100001118 | 47.286 | t |
| 8 | 6 | Pile load test on single vertical pile in accordance with IS : 2911 (Part - IV) | BI01010001010000000000000515BI0100001119 | ||
| 9 | 6.01 | a) Initial and routine load test | BI01010001010000000000000515BI0100001120 | 500 | t |
| 10 | 6.02 | b) Lateral load test | BI01010001010000000000000515BI0100001121 | 44 | t |
| 11 | 7 | 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) \nRCC M 25 Grade\n(Case - I : Using Concrete Mixer) | BI01010001010000000000000515BI0100001122 | ||
| 12 | 7.01 | a) height upto 5 m height | BI01010001010000000000000515BI0100001123 | 105.446 | cum |
| 13 | 7.02 | b) height from 5 m to 10 m | BI01010001010000000000000515BI0100001124 | 15.255 | cum |
| 14 | 8 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200. | BI01010001010000000000000515BI0100001125 | 13.302 | t |
| 15 | 9 | 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/cm2 pressure) 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. | BI01010001010000000000000515BI0100001126 | 26 | no |
| 16 | 10 | Backfilling behind abutment, wing wall & return wall complete as per drawings, clause 710.1.4 of IRC:78 & MoRT&H technical specification Clause 2200.\nii) Sandy material\n | BI01010001010000000000000515BI0100001127 | 123.13 | cum |
| 17 | 11 | 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\n | BI01010001010000000000000515BI0100001128 | 57.349 | cum |
| 18 | 12 | 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 & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. | BI01010001010000000000000515BI0100001129 | 1119.19 | tonne capacity |
| 19 | 13 | 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) \nRCC Grade M 25(Height 5 m to 10 m)\n | BI01010001010000000000000515BI0100001130 | 129.41 | cum |
| 20 | 14 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed stee bar reinforcement in superstructure complete as per drawings & MoRT&H technical specification Clauses 1600.\n | BI01010001010000000000000515BI0100001131 | 21.34 | t |
| 21 | 15 | Providing and laying Cement concrete wearing coat M-30 grade including all formworks & required reinforcement complete as per drawings & MoRT&H technical specification Clauses 2702.(including centering, shuttering, staging etc. but excluding reinforcement) | BI01010001010000000000000515BI0100001132 | 20.228 | cum |
| 22 | 16 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with 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 - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per MoRT&H Technical Specification Clause 809. | BI01010001010000000000000515BI0100001133 | 86.08 | m |
| 23 | 17 | Providing and placing in position drainage Spouts complete as per drawing (SD/205) and MoRT&H Technical Specification Clause 515, 2705. | BI01010001010000000000000515BI0100001134 | 14 | no |
| 24 | 18 | PCC M15 Grade leveling course below approach slab complete including all formworks required as per drawings and MoRT&H Technical Specification Clause 2700. | BI01010001010000000000000515BI0100001135 | 7.538 | cum |
| 25 | 19 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawings and MoRT&H Technical Specification Clause 2704, 1500, 1600, 1700.\nRCC M 30 Grade | BI01010001010000000000000515BI0100001136 | 15.75 | cum |
| 26 | 20 | Strip Seal Expansion Joint\nProviding 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. | BI01010001010000000000000515BI0100001137 | 25.2 | rm |
AI Tender Summary
Tender Timeline
Jan 20, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 18, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 19, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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