Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date21 Nov 2024
Closing Soon2 Dec 2024
Tender Amount₹ 1,49,57,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete

-

-

-

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Foundations, footings, bases of columns

966.98

286

276894.72

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

135

218

29484

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Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. Non- pressure NP-3 Class ( Medium duty ) R.C.C. Pipes )1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) complete job

45

4653

209398.5

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Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages)

247.5

1204

298027.13

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Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20mm and 11.20mm nominal size)

37.94

1204

45685.45

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Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete.

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-

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Base course with 63mm to 45mm size,

247.5

768

190117.13

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Slip/ Drain Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.

1438.5

331

476359.28

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

1237.5

1885

2333863.13

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Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.

16500

74

1226775

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2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent.

16500

269

4452525

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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

16500

101

1673100

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Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete

750

276

207450

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Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.

-

-

-

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Sand for an average distance of 180 kms by M.T

199.22

2176

433570.45

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Stone aggregate below 40 mm nominal size for an average distance 45 kms by M.T

398.45

685

273312.79

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Stone aggregate 63mm to 45mm size for an average distance of 45 kms by M.T

247.5

745

184545.9

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Stone Screening for an an average distance of 45 Km by M.T

37.94

685

26024.56

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Stone for an an average distance of 5 Km by M.T

90.93

236

21474.03



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