Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date3 Sep 2019
Closing Date11 Sep 2019
Tender Amount₹ 7,38,22,000
Costs
EMD
₹ 14,76,440Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_81360_1Bid Award Id
ViewTender No
2019_CEAR_73574_1Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the intersties of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405
i) By Manual Means
3392.78
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-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface granular base i/c cleaning of road surface and spraying primer @ 0.90 - 1.20 kg/sqm using mechanical means as per technical specification clause 502.
44800.9
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-
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor @ 0.20 to 0.25 kg/sqm on the prepared bituminus surface cleaned with hydraulic broom as per technical specification clause 503.
44800.9
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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.
44800.9
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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
44800.9
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-
Construction of CRM side drain 15cm thick both side wall height 0.32cm in 1:4 CM with hardstone, cc base in M10(cc 1:3:6) 15cm thick i/c inside pointing in cement morter 1:4 i/c earthwork complete as per drawing and direction of engineer incharge.
216.37
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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.
1
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-
Providing and fixing typical PMGSY Title information sign board as per MoRD Specification and drawing including earth work,finishing and applying priming coat,painting,lettering with appropriate colour with required shade of approved quality ready mix paint.
1
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-
Providing and fixing typical PMGSY Citizen information sign board as per MoRD Specification and drawing including earth work,finishing and applying priming coat,painting,lettering with appropriate colour with required shade of approved quality ready mix paint.
1
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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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
15
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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.
Road ahead closed
2
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Men at work
2
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-
Road Narrow
4
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Stop
4
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Slow
4
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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
i) Ordinary Kilometer Stone (Precast)
4
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-
Construction of Reference Pillar/ Back Pillar/ Job Pillars as per drawing and specification
40
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-
SH:- 5 - Years Maintenance
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First Year Maintenance
1
-
623000
Second Year Maintenance
1
-
1091000
Third Year Maintenance
1
-
1480000
Fourth Year Maintenance
1
-
2104000
Fifth Year Maintenance
1
-
2493000
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