Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Paints and Enamels
Eprocure
Opening Date9 Sep 2024
Closing Date24 Sep 2024
Tender AmountRefer Documents
Costs
EMD
₹ 16,55,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Road From Bro Chhagarh Road To Marmang Village
Description
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Contact
Tender Id
2024_CEAR_136242_1Tender No
AR0802028Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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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 side, B) Ordinary rock(not required blasting)
115.77
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Excavation in soil in hilly area by manual means including cutting and trimming of sides slopes and disposing of excavated earth with a lift up to 1.50 m and lead upto 20 m as per drawing and techinical specification clouse 1603.1
570.9
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Compacting original ground supporting subgrade Loosening of the ground up to a level of 300 mm below the subgrade level, watered, gradedand compacted in layers tomeet requirement of Tables 300.1and300.2 for subgrade constructionas per Technical Specification Clause 303.5.2
6075
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Construction of Subgrade and Earthen Shoulders . Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting tosite, spreading, grading to required slope and compacted to meet requirement of Table300.2 with lead up to 1000 m as per Technical Specification Clause 303.1.
3265.5
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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.a for Grading 1 material (GSB)
131.83
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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 Interstics of course aggregate,watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.( WBM2 by manual means)
2196.5
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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 Interstics of course aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM3 by manual means.
2196.5
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PRIME COAT 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 0.90-1.2kg/sqm using mechanical means as per Technical Specification clause 503
29755.26
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TACK COAT Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
29755.26
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25MM MIX SEAL SURFACING. Providing laying and rolling of close graded premis surfacing material of 25mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm Type -B aggregates using penetration grade bitumen to required line,grade and level to serve as wearing course on a prevoiusly prepared base,including mixing in a suitable plant,laying and rolling with a three wheel 8-10kN static roller and finishing to required leveland grades as per Technical Specification Clause 509 . By mechanical means type B (VG 10)
29755.26
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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. P.C.C grade M 10, ( i i) Nominal mix 1:3:6 (Hand Mixing)
292.72
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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. P.C.C grade M 15, ( i i) Nominal mix 1:2.5:5
83.02
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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. P.C.C. grade M20(1:2:4)
38.43
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification. PCC grade M15
82.61
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. I) R.C.C grade M 15 (1:2.5:5)
472.06
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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. I) R.C.C grade M 20 (1:2:4)
3.5
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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. I) R.C.C grade M 25 for deck slab
111.91
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C grade M 20
4.12
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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. I) R.C.C grade M 20 (1:2:4)
38.17
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Stone masonry in cement mortar in foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 1st sort ) In 1:4 cement mortar
457.14
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:4 cement mortar
302.82
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Coursed Rubble masonry (2nd sort), In 1:4 cement mortar
141.85
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Stone masonry in cement mortar for 1:3 for substructure complete as per drawing & technical specification.Coursed Rubble masonry (1nd sort)
221.06
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:4)
908.02
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204. (I) Random Rubble masonry (i) In 1:4 cement mortar
98.41
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Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
7.91
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The
steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/
JINDAL/SHYAM STEEL)
2.34
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Supplying, fitting and placing HYSD bar reinforcement in super-structrue complete as per drawing and technical specification
3.84
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 With Granular material
443.52
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
116.55
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Providing and laying dry rubble flooring complete as per drawing and techinal specification.
36.76
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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
937
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Sand Filling in Foundation Trenches as per Drawing &Technical specifications
18
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Filling in foundation trenches as per drawing and Technical specification clause 305.3.9. Earth filling ( For marshy soil)
52.91
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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
1073.08
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Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
4
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techinachal specifications
4.95
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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 Ordinary Kilometre Stone (precast)
8
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Providing and Fixing PMGSY Logo Board at starting point Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
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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 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
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Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A" Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
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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
16
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Semi-Reflective Traffic signs Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
1
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Safety Devices and Signs in Construction Zones (Speed limit) Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
8
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Routine Maintenance
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First Year
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Second Year
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Third Year
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Fourth Year
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Fifth Year
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GST
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GST included @ 18% in Rates
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Evaluation Notes How It Works ?
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