Manipur State Rural Roads Development Agency Tender
View complete overview of Manipur MSRRDA Tender
Costs
EMD
₹ 5,12,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CESQC_72334_1Bid Award Id
ViewTender No
MN9178Tender Authority
Manipur State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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ii)3m to 6m depth. & including Shear Key
567.99
202766
356.99
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material
357.83
304012
849.6
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Providing Shear Key
Providing 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
186777
10588.29
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Steel Reinforced of Shear Key
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
1.03
82807
80395.48
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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
424123
9437.55
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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
106334
80556.42
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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
5402410
9554.01
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.59
48262
81800.97
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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
148638
12355.67
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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
22724
334.19
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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
127329
970.5
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Supply of DSR, 120 feet span Bailey Bridge Components( 40 R Loading) i/c loading and unloading
1
11848737
11848737.1
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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
359537
29961.42
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Providing and Fixing 'Logo' of PMGSY Project
Providing 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
20849
20849.42
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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
26377
26377.52
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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
26316
26316.26
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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
67539
1986.46
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COST ESTIMATE FOR CONSTRUCTION OF PAVEMENTS
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Site clearance
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Surface Drains in Soil
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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.
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a) Manual means
450
33822
75.16
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Excavation in Hilly Areas in Soil by mechanical means.
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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
461494
124.07
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Construction of Protection Works:(Retaining Wall: ht 4.m).6nos
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-
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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
120925
300.63
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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
344848
9437.55
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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
2958582
7904.73
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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
102
34087
334.19
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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
267858
970.5
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
317.16
26447
83.39
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Construction of Protection Works:(Breast Wall: ht 2.5 m).2nos
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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
17725
300.63
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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
74179
9437.55
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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
458474
7904.73
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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
18
6015
334.19
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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
33967
970.5
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
54.52
4546
83.39
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Maintenance component for 5(five) years after construction (not to be quoted yearwise)
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1st year 122005.77
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2nd year 183008.66
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3rd year 244011.54
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4th year 305014.43
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5th year 366017.32
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Evaluation Notes How It Works ?
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