Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date1 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 14,47,26,682
Costs
EMD
₹ 28,97,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Road From Parsi Parlo (langbang) To Tawriagriang (segriang)
Description
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Contact
Tender Id
2019_CEAR_73412_1Bid Award Id
ViewTender No
AR1402052Tender 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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SH(B):- PAVEMENT
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SHOULDER
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Construction of subgrade and earthen shoulders with approved material obtained from way cutting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
7478.3
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Compacting Original ground supporting sub grade:-
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Loosining of the ground upto the level of 300mm below the subgrade level , watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for subgrade construction as per technical specification clause 303.5.2.
36942.02
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Granular Sub-base with Well Graded Material ( Clause Table 400.2) Grade-B :-
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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 Drawing and Technical Specificateion Clause No 401[Gravel/Soil-Aggregate Base (Table 400.2) Grading B]
24628.01
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WBM 3 for Base Course ( 75 mm thick)
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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/binding materials to fillup the intersices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(a)By Manual means.
5496.35
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PRIME COAT
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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 [Low porosity]
73284.72
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20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
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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(0.27Cum/10Sqm) 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 80-100kN static roller capacity ,finished to required level and grades to be folloed by seal coat of either Type - A orType - B or Type - C as per Technical Specification . By Manual Means[Bitumen Emulsion]
73284.72
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Tack coat:-
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Providing and applying Tack Coat with Bitumen Emulsion (RS-1)using emulsion distrubuter @ 0.25 to 0.30 Kg per Sqm. On prepared dry and hungry bituminus surface clean with hydraulic broom as per technical specification 503.
73284.72
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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 By Manual Means. Type- A [Bitumen Emulsion(S-S)]
73284.72
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SH(C):- SIDE DRAIN
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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) Upto 3m depth
888.59
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 [M -15 Plain base concrete]
291.72
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Stone Masonry work in cement mortar in foundation complete as per drawings and technical specification Clauses 702,704,1202 & 1204 [CRM in CM 1:5]
596.68
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Cement plaster 15 mm thick 1:4 on stone masonry
415.72
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SH(D) :-ROAD FURNITURE:-
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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). Ordinary 1 Km-stone (size - 66 X 35 X 25 cm)
24
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b) 5th Km. Stone (size 107.50x58x25cm)
5
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c) 200m stone (precost)
120
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation 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
43.13
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation 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
43.13
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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
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
120
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Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
96
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Providing and Fixing PMGSY Logo Board at starting point
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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 Title information Board of PMGSY Project(RCC)
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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 palaster 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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Safety Devices and Signs in Construction Zones
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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.
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Road ahead closed
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Men at work
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Road narrow
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Un-even road
4
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Slippery road
4
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Loose chippings
4
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Road closed
4
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Stop
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Slow
12
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Speed limit
10
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SH(E):-GUARD POST
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Earth work in excavation for structures
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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.
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Ordinary soil
10.56
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RCC M 20 grade
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807. 1202 and 1204
40.26
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HYSD steel bars
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807. 1202 and 1204
3.22
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Painting two coats including prime coat on new concrete surface
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
263.18
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SH:- 5 - Years Maintenance
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First Year Maintenance
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Second Year Maintenance
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Third Year Maintenance
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Fourth Year Maintenance
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Fifth Year Maintenance
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Evaluation Notes How It Works ?
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