Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date1 Apr 2024
Closing Date8 Apr 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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Documents
Restoration of roads under the jurisdiction of PMGSY Division Thathri on Emergency basis i.e (Motorable Paths only) by way of Snow clearance, Slip clearance, filling of ruts etc likely to be damaged during financial year 2023-24
Restoration of roads under the jurisdiction of PMGSY Division Thathri on Emergency basis i.e (Motorable Paths only) by way of Snow clearance, Slip clearance, filling of ruts etc likely to be damaged during financial year 2024-25
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BOQ Items

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Snow depth over 250 mm but upto 350 mm

1

2

2.45

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Snow depth over 350 mm but upto 450 mm

1

2

2.85

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Snow depth over 450 mm but upto 550 mm

1

3

3.25

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Snow depth over 550 mm but upto 650 mm

1

3

3.4

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Snow depth over 650 mm but upto 750 mm

1

3

3.6

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Snow depth over 750 mm but upto 850 mm

1

3

3.8

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Snow depth over 850 mm but upto 950 mm

1

3

3.95

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Snow depth over 950 mm but upto 1050 mm

1

4

4.15

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Snow depth over 1050 mm but upto 1150 mm

1

4

4.35

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Snow depth over 1150 mm but upto 1250 mm

1

4

4.7

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Galla Cutting in compressed snow 150 mm deep and 4 mtr wide

1

11

11.85

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Galla Cutting in compressed snow 1200 mm deep and 4 mtr wide

1

9

9.85

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Slip Clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m

1

154

154.15

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in soils mixed with moorum/Kankar/Shingle/boulders disposal lead upto 50 mtr and lift upto 1.5 m

1

331

331.15

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In soils mixed with decomposed rocks by blasting or any other means

1

411

411.4

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In medium hard rocks by blasting

1

492

492.7

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In Hard rocks by blasting

1

668

668.3

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Filling of ruts with available excavated earth (excluding rock) in trenchs, plinth sides of foundations etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 m and lead lift upto 1.5 m

1

218

218.4

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

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-

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All kinds of soil :

1

256

256.85

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Ordinary Rock

1

493

493.5

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Hard Rock (Requiring Blasting )

1

810

810.85

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Hard Rock (Blasting prohibited )

1

1196

1196.05

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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

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-

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All kinds of soil :

1

187

187.3

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Ordinary Rock

1

392

392.8

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Hard Rock (Requiring Blasting )

1

687

687.1

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Hard Rock (Blasting prohibited )

1

1128

1128.75

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Dry Random Rubble Masonary with hard stone in foundation and plinth using nallah stone with bond stone ( Nalah Stone )

1

2793

2793.8

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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) ( Nallah Stone )

1

5402

5402.9

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Dumping stone including cost of stones in horizontal on level including cost of stone

1

937

937.9

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Hand-packing stones in wire-crates including cost of stone excluding wire crates

1

1176

1176.15

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 20% plumb ( Nallah ) .

1

4774

4774.46

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Special labour engaged for removal of unhygenic material from drains and culverts

1

600

600

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Providing and laying non pressure NP2 class ( Light duty ) RCC pipes with collars jointed with stiff mixture of cement motor in the proporation of 1:2( 1 cement 2 fine sand including testing of joints etc complete. 300MM Dia RCC Pipe

1

837

837.55

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Carriage of Sand and stone aggregate 40 Km by MT

1

630

630.74

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Carriage of stone from an average distance 5.00 Km by MT

1

236

236.16

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Supply of B.A wire crate size ( 1.2 x 1.2 x 6) mesh size 4.00 x 4.00 including all lead lift and carriage

1

7000

7000



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