Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Road Construction
Eprocure
Opening Date1 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 14,95,05,000
Costs
EMD
₹ 29,90,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_73375_1Bid Award Id
ViewTender No
AR1006024Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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 47mmx47mmx12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade concrete 450x450x600mm,600mm below ground level as per approved clause 1701.2.2
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a) Traffic signs ( cautionery signs etc.)
200
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b) PMGSY Logo
6
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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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Ordinary Kilometre Stone (precast)
31
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5th Km stone
6
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200 mtr stone
125
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SH:-II Granulare Sub Base (GSB) & Earthen Shoulder
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Construction of granular sub-base by providing well graded material, spreading
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in uniform layers with motor grader on prepared surface, mixing by mix in place
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method with rotavator at OMC, and compacting with smooth wheel roller to
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achieve the desired density, complete as per Technical Specification Clause 401.
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(I) For Grading I Material
15622.29
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Construction of earthen shoulder with approved materials obtained from barrow pits with all lead & lift & transporting ,required slope and compacted to meet requirment of table 300.2 with lead upto 1000 m as per tech. clause 303.1.
12623.78
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SH-III-CC 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 side
1306.8
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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
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I). P.C.C grade M 10
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(I) Nominal mix (1:3:6 Base)
445.5
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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 ( M15 Nominal mix (1:2.5:5 ) )
963.9
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Cement plastering 1: 4 (1cement,4 sand)
6426
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SH:-IV WBM-III
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Providing , laying , spreding and compacting stone aggregates of specific size to water bound macadam specification i/c spreding of uniform thickness , hand pcking . rolling with smooth wheel roller 80- 100 KN in stages to proper grade and camber , applying and brooming stone screening / binding materials to fii-up the interstic of coarse agg. watering and compacting to the required density grade -III as per technical clause 405.
6108.92
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SH:- V- Prme Coat.
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Providing and applying of prime coat with bitumen emulsion(SS-1) on prepared surface of granular base i/c clearing of base surface and spraying emulsion at the rate of 0.7 - 1.00 kg per sqm. using mechanical means as per technical specification clause 502 (low porosity).
81452.25
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SH:- VI- Tack Coat
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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.
81452.25
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SH:- VII- PMC
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Providing, laying and rolling of open graded primix carpet of 20 mm thickness composed od 13.20 mm to 5.60 mm aggrigate either using penetration grade bitumen or emulsion to required line ,gradeand level to serve as wearing course on a previosly prepared base i/c mixing in a suitable plant with 80-100 KN rolling capacity finished to required level and grade to be followed by seal coat of either type "A" or "B" as per technical clause 508.By manual means.
81452.25
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SH:- VIII- Seal coat
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Providing, laying and rolling of seal coat to sealing voids in a bitumenous surface laid to the specified grade and cross fall using screening type "A" or "B" as per technical clause 510.By manual means.
81452.25
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SH:- 5 - Years Maintenance
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First Year Maintenance
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2048000
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Second Year Maintenance
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2050000
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Third Year Maintenance
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2183000
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Fourth Year Maintenance
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3419000
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Fifth Year Maintenance
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5140000
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