Manipur State Rural Roads Development Agency Tender
View complete overview of Manipur MSRRDA Tender
Costs
EMD
₹ 6,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CESQC_71290_53Bid 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
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Documents
BOQ Items
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Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
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-
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a) 5th Kilometer Stone (Precast)
1
4431
4431.75
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a) Ordinary Kilometer Stone (Precast)
4
10729
2682.47
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b) 200 m stone (precast)
30
21056
701.87
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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
18076
18076.75
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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 frame 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
21893
21893.29
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Traffic Signs/Retro-reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
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a) 600 mm dia circle
2
5623
2811.96
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b) 600 mm equilateral triangle
2
5317
2658.65
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Providing and fixing PMGSY Logo Board at starting point (Steel Tube)
Providing and fixing of typical PMGSY Logo Board as per MORD specifications and drawing. One plate of 1.6m thick with MS flat 25mm x 5mm size back on centre. The topmost diamont plate & mid plate will be welded to 75mm x 75mm of 12 SWG steel plate tube posts & duly embedded to CC 450mm x 450mm x 600mm below ground level. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior.
2
19849
9924.86
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Providing and fixing Maintenance Information Board of PMGSY Project
Providing and fixing of maintenance 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 5 mm size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame 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 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
21841
21841.23
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Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
10714.59
416476
38.87
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
1350.31
677356
501.63
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Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
4939.35
5747378
1163.59
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WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
1709.78
5992796
3505.01
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Prime Coat : Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.
22797
507233
22.25
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Tack Coat : Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CRS1 and water (1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CRS1 : 200 liter water . Mixing & Spraying : Take 1.4 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 0.4 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.
22797
350617
15.38
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm stone aggregates using S-90 penetration grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of bitumen S-90 grade @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type D as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge.Case-I By Manual Means (i) Bitumen(S-90)
22797
4842994
212.44
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type D as per Technical Specification Clause 510 of MORD with S-90 grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of S-65 bitumen binder laid as per direction of Engineer-in-Charge.Case - II : Type B (i) Bitumen(S-90)
22797
1645715
72.19
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Construction of Line Drain Work(1700m)
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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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil i) upto 3m depth
1338.75
402468
300.63
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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
267.75
1771650
6616.81
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Stone Masonary work in Cement mortar in foundation complete as per drawing & technical spesification clauses 702, 704, 1202 and 1203 III)Random Rubble Masonry ii) In cement mortar 1:4
408
2091677
5126.66
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
2720
577401
212.28
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Construction of Hume Pipe Culvert 1000mm dia. (Hd. Wall Height 3.35m)(4nos)
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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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material
372
111834
300.63
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
16.08
106398
6616.81
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Bedding for Pipe
Type B (First Class) Bedding. Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
11.8
29161
2471.28
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109. (A) In 1:4 cement mortar
177.04
962265
5435.3
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000mm dia.
30
258140
8604.68
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
256.4
54428
212.28
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Construction of Protection Works (Retaining Wall : Height 4.00 m)(4nos.)
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Excavation for Structures
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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil i) upto 3m depth
268.16
80616
300.63
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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
24.36
161185
6616.81
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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 mortar
249.52
1329153
5326.84
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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
68
19544
287.42
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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
184
178572
970.5
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical sepecification clauses 613.3 and 1204
211.44
15553
73.56
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Construction of Protection Works (Breast Wall : Height 2.50 m)(7nos.)
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-
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Excavation for Structures
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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil i) upto 3m depth
187.32
56314
300.63
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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
24.15
159795
6616.81
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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 mortar
209.86
1117890
5326.84
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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
63
18107
287.42
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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
122.5
118886
970.5
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical sepecification clauses 613.3 and 1204
190.82
14036
73.56
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Maintenance component for 5(five) years after construction (not to be quoted yearwise)
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1st year: 304379.03
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2nd year: 456568.54
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3rd year: 608758.06
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4th year: 760947.57
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-
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5th year: 913137.09
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