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Construction Of Bailey Bridge Over Changkong River At 16 . 44 Km, Ukhrul-Manipur

Rural Engineering Department has published Construction Of Bailey Bridge Over Changkong River At 16 . 44 Km. Submission Date for this Tender is 16-07-2020. Bridge Work Tenders in Ukhrul Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

24779875
Corrigendum : Construction Of Bailey Bridge Over Changkong River At 16 . 44 Km
Open Tender
Indian
Manipur
Ukhrul
16-07-2020

Tender Details

Construction Of Bailey Bridge Over Changkong River At 16 . 44 Km

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 512000.0 /-
Tender Value
INR 2.56 Crore /-

BOQ Items

Name of Work: Construction of Bailey Bridge over Changkong River at 16.44 km District : Ukhrul Block : Kamjong
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of 120 ft Span Bailey Bridge 1nos BI01010001010000000000000515BI0100001113
2 2 Abutment
3 3 Excavation for structures\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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Up to 3.00m depth. 505.5 cum
4 4 ii)3m to 6m depth. & including Shear Key 567.99 cum
5 5 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material 357.83 cum
6 6 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
7 7 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 1.03 MT
8 8 Providing concrete for plain / reinforced concrete in open foundations 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
9 9 Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 1.32 MT
10 10 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. I.PCC grade M15. i)Nominal mix(1:2.5:5) 565.46 cum
11 11 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 0.59 MT
12 12 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II.RCC grade M25 12.03 cum
13 13 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 1(V) : 20 (H) towards the drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 68 No.
14 14 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
15 15 Supply of DSR, 120 feet span Bailey Bridge Components( 40 R Loading) i/c loading and unloading 1 No.
16 16 Assembly and launching of bailey bridge within a lead of 50m but excluding mechanical transport and cost of fixing of decking. 11) Steel decking 12 per Bay
17 17 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 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All MS plate 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
18 18 Providing and fixing of Citizen's Information Board for PMGSY Project 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 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lowermost plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tube posts duly embedded in cement concrete M 15 grade blocks of 600 mm x 600 mm x 750 mm, 750 mm below ground level. All MS plate will be stove enamelled on both sides. Lettering and printing arrows,border etc. will be painted with ready mixed synthetic enamelled paint of superior quality in required shade and color. 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 1700.1. 1 Each
19 19 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
20 20 Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 34 Each
21 21 COST ESTIMATE FOR CONSTRUCTION OF PAVEMENTS
22 22 Site clearance
23 23 Surface Drains in Soil
24 24 Construction 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.
25 25 a) Manual means 450 m
26 26 Excavation in Hilly Areas in Soil by mechanical means.
27 27 Excavation 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 3719.63 Cum
28 28 Construction of Protection Works:(Retaining Wall: ht 4.m).6nos
29 29 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 402.24 Cum
30 30 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 36.54 Cum
31 31 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 374.28 Cum
32 32 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 102 nos.
33 33 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 1204.3.8 276 Cum
34 34 Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 317.16 sqm
35 35 Construction of Protection Works:(Breast Wall: ht 2.5 m).2nos
36 36 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 58.96 Cum
37 37 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, i) nominal mix 1:3:6 7.86 Cum
38 38 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 58 Cum
39 39 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 18 nos.
40 40 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 35 Cum
41 41 Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 54.52 sqm
42 42 Maintenance component for 5(five) years after construction BI01010001010000000000000515BI0100001124
43 43 1st year Rs. 122005.77 BI01010001010000000000000515BI0100001125
44 44 2nd year Rs. 183008.66 BI01010001010000000000000515BI0100001126
45 45 3rd year Rs. 244011.54 BI01010001010000000000000515BI0100001127
46 46 4th year Rs. 305014.43 BI01010001010000000000000515BI0100001128
47 47 5th year Rs. 366017.32 BI01010001010000000000000515BI0100001129
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