Manipur State Rural Roads Development Agency Tender
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The MSRRDA has issued a formal invitation for competitive bids for the Manipur State Rural Roads Development Agency project, for Mn06150 L032-nh-39 To Makhan Khuman in Kangpokpi, Manipur, with an estimated contract value of Rs. 2,56,70,000. The bid opening date for this tender is 23-03-2019 and the last date for bid submission is 10-06-2019. Interested bidders for Manipur State Rural Roads Development Agency tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 5,13,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CESQC_76859_1Bid Award Id
ViewTender No
MN06150Tender Authority
Manipur State Rural Roads Development Agency ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
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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
87.5
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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
2
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 I) Ordinary Soil
536.32
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Maintenance (not to be quoted)
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Caluses 802, 804, 805, 805, 806, 807, 1202 and 1204 i) Nominal mix (1:2.5:5)
182
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Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
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Excavation for Structures
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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.
5580
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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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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 1:5
499.04
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b) Ordinary Kilometer Stone (Precast)
4
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Guide Post
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BASES AND SURFACE COURSES (BITUMINOUS)
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a) Manual Means
630
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Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
3.75
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Tack Coat
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a) Manual Means
3100
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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 drawing and Technical Specification Clause 1603.1
53699.2
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Kilometre Stone
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A) By Mix in place method
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WBM GRADING 3
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3rd year: INR 466729.47
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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
2
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2nd year: INR 350047.1
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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.
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SEAL COAT
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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
80
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Construction of Earthen Shoulders
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Excavation in Hilly Areas in Ordinary Rock
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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
105.69
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1st year: INR 233364.73
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Excavation in Hilly Areas in Soil
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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
136
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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
1.88778
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Traffic Signs/Retro-reflectorised Traffic Signs
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Case – I By Manual Means : Bitumen (S-90)
11160
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 23.2mm to 5.6mm 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.
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Construction of Protection Works (Breast Wall : Height 2.50 m), 5 Nos
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5th year: INR 700094.2
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a) Manual Means
2790
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Excavation for Structures
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Construction of 1.50 m span slab culvert, 5 Nos
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Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular
11160
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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 Nominal mix 1:3:6
19.65
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 I) Ordinary Soil
147.4
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Surface Drains in Soil
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Compacting original ground supporting subgrade
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c) 200 m stone (precast)
11
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate 0.20 to0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
11160
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Granular sub-base with Well Graded Material (Table 400.1)
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b) 600 mm equilateral triangle
120
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Setting out
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4th year: INR 583411.84
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Providing & laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20
18.9
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Pointing with cement mortar (1:3), on brickwork/ stone work in substructure as per technical specification Clause 613.3.
422.88
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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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By Manual Means ; Case-Type B- Bitumen (S-90)
11160
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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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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 stage to proper grade and camber, applying and brooming, stone screening materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means
837
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Construction of Back pillar pillars as per Fig. 1600.1 (c) as per drawing and Technical Specification Clause 1602.3
3.75
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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
368
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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 1:5
145
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Pointing with cement mortar (1:3), on brickwork/ stone work in substructure as per technical specification Clause 613.3.
136.3
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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 & Technical Specification Clause 1401.6
30
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a) 600 mm dia circle
45
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ii) For Granular II Material
2418
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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
26.25
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Construction of Protection Works (Retaining Wall : Height 4.00 m),8 Nos
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1. I) Ordinary Soil
433
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Prime Coat : Low porosity
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Providing and laying seal coat sealing the voids in 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
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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 Nominal mix 1:3:6
48.72
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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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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.ii) For Granular II Material
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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
45
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Imphal West, Manipur