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Construction Of Bailey Bridge Over Tuivai River On The Road From Guite Road Suangsoh To Tonglon D, Churachandpur-Manipur

Rural Engineering Department has published Construction Of Bailey Bridge Over Tuivai River On The Road From Guite Road Suangsoh To Tonglon D. Submission Date for this Tender is 16-07-2020. Bridge Work Tenders in Churachandpur Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

24779879
Corrigendum : Construction Of Bailey Bridge Over Tuivai River On The Road From Guite Road Suangsoh To Tonglon D
Open Tender
Indian
Manipur
Churachandpur
16-07-2020

Tender Details

Construction Of Bailey Bridge Over Tuivai River On The Road From Guite Road Suangsoh To Tonglon D

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 13-Jul-2020 Corrigendum No. 3 Other 16-07-2020
2 15-Jul-2020 Corrigendum No.4 Other 16-07-2020

Key Value

Document Fees
INR 20000 /-
EMD
INR 733000.0 /-
Tender Value
INR 3.66 Crore /-

BOQ Items

Name of Work: Construction of Bailey Bridge over Tuivai River on the Road from Guite Road Suangsoh To Tonglon D District : Churachandpur Block : Singhat
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Abutment\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil i) upto 3m depth BI01010001010000000000000515BI0100001113 505.5 cum
2 2 ii)3m to 6m depth. & including Shear Key 567.99 cum
3 3 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material 357.83 cum
4 4 Providing Shear Key\nProviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. IV) R.C.C grade M 20 17.64 cum
5 5 Steel Reinforced of Shear Key\nSupplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 1.03054 mt
6 6 Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 i)PCC Grade M 10, I) Nominal Mix. 1:3:6 44.94 cum
7 7 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 i) PCC M 15 i) Nominal mix (1:2.5:5) 565.46 cum
8 8 Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 1.323 mt
9 9 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 0.59467 mt
10 10 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. RCC Grade M 25 12.03 cum
11 11 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 68 nos.
12 12 Providing and 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 and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 131.2 cum
13 13 Supply of TDR span 170 feet Bailey Bridge Components( 40 R Loading) i/c loading and unloading 1 Each
14 14 Assembly and launching of bailey bridge within a lead of 50m but excluding mechanical transport and cost of fixing of decking. 7) Steel decking 17 Each
15 15 Providing and Fixing 'Logo' of PMGSY Project\nProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 1 Each
16 16 Providing and fixing of Citizen's Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 1 Each
17 17 Providing and Fixing Maintenance Information Board of PMGSY Project Providing and fixing Maintenance Information Board of PMGSY Project with Logo as per MoRD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron flames of the plates will be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enamelled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint or superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700. 1 Each
18 18 CONSTRUCTION OF PAVEMENTS
19 19 Surface Drains in Soil\nConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.a) Manual means 450 m
20 20 Excavation in Hilly Areas in Soil by mechanical means.\nExcavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 3851.63 cum
21 21 Construction of Protection Works:(Retaining Wall: ht 4m).(12nos.)
22 22 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil (i) Upto 3m depth 804.48 cum
23 23 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) PCC Grade M10, ii) nominal mix 1:3:6 73.08 cum
24 24 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III) Random rubble masonry (ii)in 1:4 cement motar 748.56 cum
25 25 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7\n 120 nos.
26 26 Providing and 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 and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 552 cum
27 27 Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 634.32 sqm
28 28 Maintenance component for 5(five) years after construction
29 29 1st year Rs. 174578.85
30 30 2nd year Rs. 261868.28
31 31 3rd year Rs. 349157.71
32 32 4th year Rs. 436447.14
33 33 5th year Rs. 523736.56
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