Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date14 May 2020
Closing Date11 Jun 2020
Tender AmountRefer Documents
Costs
EMD
₹ 2,79,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RDTN_92423_1Bid Award Id
ViewTender No
TN05147Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavation for roadwork in soil with hydraulic excavator and Tippers with disposal upto 1000m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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km 1/0-2/0
44.28
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km 2/0-3/0
47.44
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km 3/0-4/0
58.28
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km 4/0-5/0
59.82
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km5/0-5/470
25.03
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Construction of Embankment with Material Obtained from Roadway Cuttting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
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km 1/0-2/0
44.28
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km 2/0-3/0
47.44
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km 3/0-4/0
58.28
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km 4/0-5/0
59.82
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km5/0-5/470
25.03
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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 (Using Borrow PIt earth)
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km 1/0-2/0
976.08
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km 2/0-3/0
1002.15
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km 3/0-4/0
940.26
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km 4/0-5/0
902.44
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km5/0-5/470
450.58
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Gravel Shoulder
Construction of Embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacked to meet requirment of Tables 300.1 and 302 as per Technical specification Clause 301.5 (Gravel Shoulder)
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km 1/0-2/0
542.25
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km 2/0-3/0
562.5
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km 3/0-4/0
562.5
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km 4/0-5/0
541.13
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km5/0-5/470
264.38
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WET MIX MACADAM Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe material with water at OMC in mechanical mix plant carriage
of mixed material by tipper to site, laying in uniform layers withpaver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
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km 1/0-2/0
461.44
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km 2/0-3/0
483.09
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km 3/0-4/0
485.08
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km 4/0-5/0
456
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km5/0-5/470
225.38
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PRIMER 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
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km 1/0-2/0
3691.5
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km 2/0-3/0
3864.75
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km 3/0-4/0
3880.65
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km 4/0-5/0
3648
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km5/0-5/470
1803
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TACK COAT
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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km 1/0-2/0
3691.5
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km 2/0-3/0
3864.75
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km 3/0-4/0
3880.65
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km 4/0-5/0
3648
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km5/0-5/470
1803
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PREMIX CARPET
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.20mm to 5.6 mm aggregates either using penetration grade bitument or emusion to required line, grade and level to serve asa 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 Clause508
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km 1/0-2/0
3691.5
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km 2/0-3/0
3864.75
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km 3/0-4/0
3880.65
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km 4/0-5/0
3648
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km5/0-5/470
1803
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SEAL COAT Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C as per Technical Specification Clause 510..
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km 1/0-2/0
3691.5
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km 2/0-3/0
3864.75
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km 3/0-4/0
3880.65
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km 4/0-5/0
3648
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km5/0-5/470
1803
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Provision of Rumble strips with Premix Bituminous Carpet 'Provision of 15No. Rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre to centre at approved locations to control speed, marked with white strips of road marking paints
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km 1/0-2/0
5.62
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km 2/0-3/0
5.62
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km 3/0-4/0
5.62
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km 4/0-5/0
5.62
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km5/0-5/470
5.62
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Providing and Fixing Name Board
1
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Providing and Fixing 'Logo of PMGSY Project
4
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Providing and Fixing 'Citizen Information Board' of PMGSY Project
1
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Providing and Fixing 'Maintenance Information Board' of PMGSY Project
1
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Providing and Fixing 'Cautionary, Mandatory and Informatary sign board Providing and fixing of Retro Reflected Cautionary, Mandatory signs with definitioin plate made ot of high inten sity Grade Prismatic sheeting conforming to IRC -67:2010 & ASTM D 4956-09, Type IV Specification and Fixed over 1.50m thick Aluminum sheet fixed on back support Frame of 25mm x 25mm x 3mm Mild streel angle and supported on a mild steel angle ion post 75mm x 75mm x 6 mm firmly fikxed to the ground by mean of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm below ground level etc complete including 7 years warreanty for the Retro Reflective sheets as per clause 6.90 of IRC 67-2010 Specification (As per MORT & spec.NO.801)
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90 Cm Equilateral traingle (Cautionary) Sign Board
26
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60 Cm Circular (Mandatory) Sign Board
8
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Chevron Signs 90cm Octagon (Curves)
2
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Reflector
28
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Kilometre Stone
Reinforced Cement concrete M15 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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(ii) Ordinary Kilometer stone (precast)
4
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(iii) 200m stone (precast)
18
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(iv) Guard stone (precast)
65
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Construction of Hard bedat Ch 1444m
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Construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 Grade , coarse and fine aggregates conforming t IS:383 , maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixed of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (stee channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer,
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Construction of Hard bedat Ch 1899m
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Construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 Grade , coarse and fine aggregates conforming t IS:383 , maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixed of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (stee channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer,
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Construction of Hard bedat Ch 4770m
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Construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 Grade , coarse and fine aggregates conforming t IS:383 , maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixed of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (stee channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer,
57
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Routine maintenance after completion of Construction work
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For the First Year from the date of
completion of work
1
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For the Second Year from the date of
completion of work
1
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For the Third Year from the date of
completion of work
1
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For the Fourth Year from the date of
completion of work
1
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For the Fifth Year from the date of
completion of work
1
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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