Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date13 Jun 2019
Closing Date27 Jun 2019
Tender Amount₹ 16,91,000
Costs
EMD
₹ 17,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMAH_77933_1Bid Award Id
ViewTender No
EE/PMGSY/MRRDA/PBN/SR1718Tender 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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Construction of penetration macadam over prepared base by providing a layer of compacted crushed course aggregates using chips spreader with alternate applications of bitumen binder and key aggregates and rolling with three wheel 80 -100 KN static roller to achieve desired degree of compaction as per tech. specification clause 506 (OSR item No.5.5 (A) 50 mm thick (II)Bitumen S-65) By mechanical means. As directed by Engineer-in charge.
4980
-
176.99
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Providing laying rolling of OGPC of 20 mm th.composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade ,level to serve as wearing course on a previouely prepared base including mixing in suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity,finished to required level and grade to be followed by sealcoat of either type A or type B or Type C as per tech. specification clause 508 (OSR item No.5.9 (II) By Mechanical means (II) Bitumen S-65).As directed by Engineer-in charge.
3150
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130.92
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Providing laying seal coat sealing the voides in bituminous surface laid to specific level grade and cross falls using type A as per tech. specification clause 510 (SOR item No.5.12 type A Case (I) Type A By mechanical means (I) Bitumen S-65). As directed by Engineer-in charge.
3000
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66.84
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The maintaince of drain include erosion, repairs, cleaning, dpppening of side drain as well as catch water drain as per technical specification clause 1907 ( P. No 58 ) As directed by Engineer-in charge.
2000
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4.28
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Construction of sub grade and earthan shoulder with approved material obtaion for barrow pits with all lifts and leads.transportation to site spreading greading to required slope & compatiion to meet requirments of table 300.2 with lead upto 1000 m. As directed by Engineer-in charge.
216
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334.15
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Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground suppoting embankment subgrade replcement by suitable soil, which shall be paid saperately as per clause 303.5.2 as per Technical specification Cause 302.3.11 As directed by Engineer-in charge.
90
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60.8
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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 ORDINARI KM STONE(PRECAST)
1
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2145.88
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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 .ORDINARI 200 M STONE (PRECAST)
1
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612.3
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