Construction Of Rcc Bridge L-36.00 M Over River Construction Of Rcc Bridge L-36.00 M Over River Thakuracherra On Gandacherra-Raishyabari Road At Ch. 7.50 Km, Sanctioned For Implementation Under Nabard ( Ridf-Xx ) , Job No.Tp / Com / 37 / 2
Tender Value
2.23 Crore
Estimated cost
Bid Submission
27 Aug 2021
0 days left
EMD
2.23 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
Construction Of Rcc Bridge L-36.00 M Over River Construction Of Rcc Bridge L-36.00 M Over River Thakuracherra On Gandacherra-Raishyabari Road At Ch. 7.50 Km, Sanctioned For Implementation Under Nabard ( Ridf-Xx ) , Job No.Tp / Com / 37 / 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. |
| 33 | Diversion work |
| 34 | Dismantling of bailey bridge (150\"-00\") TSR including essential cutting of split pin, bracing bolt steel deck clamp unit, transom clamp etc. pully from river/cherra bed and stacking the components at site of work as per direction of Engineer in Charge. |
| 35 | Launching of 150.00 ft TSR bailey bridge |
| 36 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.(II) By Mechanical MeansA) Cement Concrete |
| 37 | Dismantling Brick/Tile Work as per MoRD Technical Specification No. 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.B) Cement mortar |
| 38 | Excavation for StructuresA) 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 Soili) Upto 3 m depth |
| 39 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.I. Sand filling |
| 40 | Providing 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)(ii) Nominal mix 1:3.6 (Hand mixing) |
| 41 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. II. In 1:4 cement mortar |
| 42 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204. |
| 43 | Providing & 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).II. R.C.C M 25i) For height upto 5 m |
| 44 | Supplying, 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. |
| 45 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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. |
| 46 | Brick solingii) Flat Brick solingProviding 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. |
| 47 | Brick solingiv) Brick edging laid length wiseProviding and laying brick edging laid lengthwise 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. |
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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