Manipur State Rural Roads Development Agency Tender
View complete overview of Manipur MSRRDA Tender
Manipur State Rural Roads Development Agency - MSRRDA Tender
Eprocure
Opening Date4 Dec 2018
Closing Date14 Dec 2018
Tender Amount₹ 1,24,86,000
Costs
EMD
₹ 2,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CESQC_71290_8Bid Award Id
ViewTender No
5/16/2018-MSRRDA/Ph-XI/B-2/RT2Tender Authority
Manipur State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material
457.4
512251
1119.92
Providing Shear Key
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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. III.R.C.C grade M20
21.84
165876
7595.07
Steel Reinforced of Shear Key
-
-
-
Supplying ,fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002,1005,1010 and 1202
0.92
63490
68750.14
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
52.89
325306
6150.62
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 M20.
532.38
3866963
7263.54
Supplying ,fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002,1005,1010 and 1202
2.01
138421
68750.14
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
10.31
90135
8742.57
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
80
26735
334.19
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
51
67171
1317.09
Supply of DS span 60 feet Bailey Bridge Components (40 R Loading) i/c loading and unloading
1
4288649
4288649.42
Assembly and launching of bailey bridge within a lead of 50 m but excluding mechanical transport and cost of fixing of decking. 8) steel decking
6
113538
18923
Providing and Fixing 'Logo' of PMGSY Project
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-
-
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 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
18004
18004.44
Providing and Fixing Citizen information Board of PMGSY Project(Steel Tube)
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-
-
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
21618
21618.97
Providing and fixing of maintenance 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
21647
21647.23
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
8
10095
1261.98
B.Construction of Approach Road
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-
-
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5depth
135
56763
420.47
Construction of Protection Works ( Retaining Wall : Height. 4.00 m) 4 nos.
-
-
-
Earthwork in excavation for structures as per drawing and technical 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 backfilling in trenches with excavated suitable material.I.Ordinary soil (i) Upto 3m depth
268.16
80616
300.63
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 II) nominal mix 1:3:6
24.36
149829
6150.62
Stone Masonary in Cement mortar for substructure complete as per drawing & technical spesification clauses 702, 704, 1202 and 1204 II) Coursed Rubble masonry (2nd sort) ii) In 1:4 cement mortar
249.52
1228673
4924.15
Providing weepholes in brick masonry,plain/ reinforced concrete abutment, wing wall,return wall with 100 mm dia AC pipe extending through full width of the structures with slope 1(V) : 20 (H) towards the drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7
68
22724
334.19
Providing PCC M 20 Architectural Coping on the top of wing wall,return wall etc. complete as per drawing and technical specifications Clause 615
40
17374
434.37
Providing and laying filter media with granular crushed aggregates as per specification to a thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall and poroviding 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
184
143153
778.01
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
185.36
13579
73.26
Maintenance component for 5(five) years after construction (not to be quoted yearwise)
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-
-
1st year: 59458.09
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-
-
2nd year: 89187.13
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-
-
3rd year: 118916.18
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-
-
4th year: 148645.22
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-
-
5th year: 178374.26
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