Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date25 May 2020
Closing Date1 Jun 2020
Tender Amount₹ 37,73,800 
Notes
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Costs

Description

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BOQ Items

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Providing concrete in plainconcrete in sub structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M20 over DR top) Nominal mix (1:2:4)

0.94

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10920.56

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Supplying and fixing M15 guard stone of size 0.9 X 0.2 X 0.2 M and embeded in cc 1:4:8 block of zize 0.45X0.45X0.45M plastering and painting etc complete

15

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1615.66

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Earthwork 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.

91.65

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569.3

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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 (PCC M10) Nominal mix 1:3:6

76.33

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10243.51

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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 (PCC M15) Nominal mix (1:2.5:5)

7.8

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9876.46

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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 (P.C.C grade M 20 for wearing coat ) Nominal mix (1:2:4)

76.11

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10920.56

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Providing and making Gabion structure with mechanically woven double twisted hexogonal shaped wire mesh Gabion boxes as per IS 16014:2012, Morth clause 2500, of required size, mesh type 10x 12 (D=100mm with tolerance of 2%), Znic +10% Al alloy+ PVC coated, Mesh wire dameter 2.7/3.7mm(ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of dameter 2.2/3.2mm (ID/OD) supplied @3% by weight of Gabion boxes, filled with boulders wth least dimensions of 200mm as per drawing, all complete as per directions of Engineer-in-charge

93

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4446.83

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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(Slip earth Removal)

1552.5

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31.62

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Total Construction cost

11067.1

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0.74



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