Manipur State Rural Roads Development Agency Tender
View complete overview of Manipur MSRRDA Tender
Costs
EMD
₹ 39,00,000Document Cost
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Description
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Contact
Tender Id
2018_CESQC_71326_45Bid Award Id
ViewTender No
PMGSY/Batch-I/2018-19Tender Authority
Manipur State Rural Roads Development Agency ViewPurchaser Address
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Documents
BOQ Items
Surface Drains in Ordinary Rock
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Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
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a) Manual Means
5000
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112.74
Kilometre Stone
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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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a) 5th Kilometer Stone (Precast)
6
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5511.47
b) Ordinary Kilometer Stone (Precast)
11
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3454.25
c) 200 m stone (precast)
48
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857.83
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
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19429.13
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
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24827.43
Traffic Signs/Retro-reflectorised Traffic Signs
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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
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3427.02
b) 600 mm equilateral triangle
2
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3256.24
Providing and fixing PMGSY Logo Board at starting point (Steel Tube)
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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.
1
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10768.19
Compacting original ground supporting subgrade
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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.
45688.8
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38.87
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.
20940.7
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269.74
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
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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
24748.1
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2310.31
WBM Grading 3
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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
8566.65
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4903.15
Prime Coat (i) Low porosity
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
114222
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62.49
Tack Coat
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(i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
114222
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17.42
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder using plastic waste
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable 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 either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (I) Bitumen (S-90)
114222
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218.63
Seal Coat
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, A. By Manual Means, Case - II : Type B (I) Bitumen (S-90)
114222
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87.39
CONSTRUCTION OF LINED PUCCA DRAIN WORKS for 2500 m
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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 3 m depth
2531.25
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300.63
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) P.C.C. Grade M10 ii) Nominal mix 1:3:6
506.25
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8112.78
Stone Masonary in Cement mortar for substructure complete as per drawing & technical spesification clauses 702, 704, 1202 and 1204 II) Course Stone Masonary II Sort iii) cm 1:4
1800
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7038.02
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) P.C.C. Grade M15 ii) Nominal mix 1:2.5:5
357.81
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7884.62
Plastering with Cement Mortar 1:4, 15mm thick on brickwork/stone work in substructure as per technical specification Clauses 613.4 & 1204
4500
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241.89
Construction of Pipe Culvert (NP-3 : 1000 mm dia Dn Hill head wall ht 2.85 m)
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Earthwork in excavation for foundation of structure upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling and backfilling with approved material.
407.1
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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 M10, ii) Nominal Mix 1:3:6
20.1
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8112.78
Bedding for Pipe
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Type B (concrete cradle) Bedding. Laying concrete cradle bedding with M15 grade Cement Concrete as per Clause 1105(i).
14.75
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7884.62
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
189.4
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6993.62
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. a) 1000 mm dia
37.5
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16639.66
Plastering with cement mortar (1:4), 15 mm thick on brickwork/ stone work in substructure as per technical specification Clauses 613.4 & 1204
295.5
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241.89
Maintenance component for 5(five) years after construction (not to be quoted yearwise)
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1st year 1772520.2
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2nd year 2658780.31
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3rd year 3545040.41
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4th year 4431300.51
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5th year 5317560.61
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Evaluation Notes How It Works ?
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