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Construction Of Rcc Bridge Over Abhayacherra On Barpathari To Tulamura Road At Ch.4.50 Km ( Job No.Tp / Com / 1 / 2012-13 ) For Implementation Under Nabard ( Ridf-Xii ) ( Length-43.120 M ) / Balance Work. Dismantling Work, Superstructure, Substru, Rajnagar R.D. Block area-Tripura

Public Works Department-PWD has published Construction Of Rcc Bridge Over Abhayacherra On Barpathari To Tulamura Road At Ch.4.50 Km ( Job No.Tp / Com / 1 / 2012-13 ) For Implementation Under Nabard ( Ridf-Xii ) ( Length-43.120 M ) / Balance Work. Dismantling Work, Superstructure, Substru. Submission Date for this Tender is 18-10-2021. Bridge Work Tenders in Rajnagar R.D. Block area Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

29210321
Construction Of Rcc Bridge Over Abhayacherra On Barpathari To Tulamura Road At Ch.4.50 Km ( Job No.Tp / Com / 1 / 2012-13 ) For Implementation Under Nabard ( Ridf-Xii ) ( Length-43.120 M ) / Balance Work. Dismantling Work, Superstructure, Substru
Open Tender
Indian
Tripura
Rajnagar R.D. Block area
18-10-2021

Tender Details

Construction Of Rcc Bridge Over Abhayacherra On Barpathari To Tulamura Road At Ch.4.50 Km ( Job No.Tp / Com / 1 / 2012-13 ) For Implementation Under Nabard ( Ridf-Xii ) ( Length-43.120 M ) / Balance Work. Dismantling Work, Superstructure, Substructure Etc.

Key Value

Document Fees
INR 5000 /-
EMD
INR 203067.0 /-
Tender Value
INR 2.03 Crore /-

BOQ Items

Name of Work: Construction of RCC bridge over Abhayacherra on Barpathari to Tulamura road at Ch.4.50 KM (Job No.TP/COM/1/2012-13) for implementation under NABARD (RIDF-XII) (Length=43.120 m)/ Balance Work.
Sl. No. Item Description
1SUB-HEAD : DISMANTLING WORK
2Dismantling of Structures Dismantling 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. By Manual Means
3Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
4SUB-HEAD : SUPERSTRUCTURE
5Plain/ 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 (a) Height upto 5 m
6Reinforced 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
7Providing and laying reinforced cement concrete in superstructure in footpath slab at all heights including all formworks required as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. A. RCC Grade M 20 Case - I : Using Concrete Mixer
8PCC M15 Grade leveling course below approach slab complete including all formworks required as per drawings and MoRT&H Technical Specification Clause 2700.
9Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed stee bar reinforcement in superstructure complete as per drawings & MoRT&H technical specificationClauses 1600.
10Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II), Section IX complete including all accessories as per drawings & MoRT&H technical specification Clause 2005
11Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II), Section IX complete including all accessories with additional steel fixtures as per drawings & MoRT&H technical specification Clause 2000 with all lifts and lead upto 1000 m.
12Supplying & installing strip seal type Elastomeric expansion joint of approved design and make as per drawings & technical specification Clause 2600 of MoRT&H with all lifts and lead upto 1000 m.
13Providing and placing in position Drainage Spouts complete as per drawing and MoRD Technical Specification Clause 1209.
14Providing and laying 6 mm thick mastic asphalt after applying a prime coat of bitumen as per MoRT&H Technical Specification Clause 515 & Clause 503 and providing 50mm thick asphaltic concrete in two layers i.e. 25 mm in each layer as per MoRT&H technical specification Clause 2702.
15Metal Beam Crash Barrier A. Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRT&H Technical Specification Clause 810.
16Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawings and MoRT&H Technical Specification Clause 2605.
17Providing and filling joint sealing compound as per drawings and technical specifications with sand and 6 per centbitumen by weight as per drawings and MoRT&H Technical Specification Clause 2605.
18Supply and fabrication of mild steel of IS:2062 structural steel work at fabricators workshop comprising of main truss, cross girders, deck stringers, wind bracings, kerb channel, jacking beams and other members and delivered at bridge site in undamaged condition including straightening, de-rusting, degreasing, cutting to size and shape, drilling, welding and grinding, riveting, supply of all MS/HTSbolts and nuts & washers, rivets etc., trial assembling at workshop in/c one priming coat of red lead primer conforming to IS-102 with all labour, material, cost of paints, consumables etc. complete as per MoRT&H technical specification Clause 1900 and as directed by the Engineer-in-Charge.
19Taking delivery of fabricated steel work leading to and at site as necessary, assembling and erection of fabricated steel structure to proper line, level and camber as per approved drawings complete in all respect including transportation and handling in and around site, as per approved drawing and specifications including supply of all fasterners, painting of all exposed surfaces of steel work after erection with one site coat of red lead primer paint conforming to IS-102 and two coats alumunimium paint conforming to IS-2339 including all labour, consumables and other materials, machinery, tools and tackles complete as per MoRT&H technical specification Clause no. 1900 and as directed by the Engineerin-Charge.
20Providing and painting two coats with synthetic enamel paint in all shades on new plastered concrete surface as per MoRT&H Technical Specification Clause 803.
21SUB-HEAD : SUB-STRUCTURE & FOUNDATION
22Brick Masonry Work in cement mortar in substructure complete excluding pointing and plastering as per drawing and MoRT&H technical specificationClauses 1300, 2200. In 1:4 cement mortar
23Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and clause 710.1.4 of IRC:78 &MoRT&H technical specification Clause 2200.
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