Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Dec 2024
Closing Soon23 Dec 2024
Tender Amount₹ 70,00,000 
Notes
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Costs

Summary

Construction Of Link Road To Village Chak Bakhtawa (under Ut Sector For The Year 2024-25)(2nd Call)

Description

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Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.16.39.1 With rapid setting bitumen emulsion 16.39.1.1 On W.B.M. /W.M.M. @ 0.4 Kg/sqm.

2805

30

86674.5

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Providing and applying tack coat using hot straight run bitumen of grade -VG10, 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.M.M @0.70kg/sqm.

3135

75

237476.25

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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

3135

268

840650.25

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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-30 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

3135

102

322434.75

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Earth work in excavation by manual/mechanical means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 1 Osqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in All kinds of soil

199.28

256

51185.07

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Providing and laying in position cement concrete 1:5:10 ( 1 cement: 5 course sand: 10 crusher stone Aggregate) of specified grade excluding the cost of centring and shuttering- All work upto plinth level.

32.02

4826

154544.53

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Providing and laying in position cement concrete 1:3:6 ( 1 cement: 3 course sand: 6 with 20mm size crusher stone Aggregate) of specified grade excluding the cost of centring and shuttering. All work upto plinth level.

175.77

5733

1007794.87

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size

31.91

7788

248527.84

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Providing and laying 50mm thick cement concrete flooring in nominal mix 1:2:4 of specified grade excluding the cost of centring and shuttering (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size

18

416

7497

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

3227.41

123

397616.91

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Centnng and shuttering including strutting~ propping etc and removal of form work for. Foundations footings. bases of columns

453.81

286

129948.49

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Centnng and shuttering including strutting~ propping etc and removal of form work for. Suspended floors, roofs, landing, balvonies and accwss plateform.

21

718

15082.2

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Centnng and shuttering including strutting~ propping etc and removal of form work for. Edges of slabs and breaks in floors and walls above 20cms wide

3.95

1145

4523.15

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Providing and fixing PVC pipes for weep holes of superior and approved quality 110mm dia.(Complete job as directed by Engineer-at-Site)

69.75

200

13950

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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. 20.6.2.1 450 mm dia. R.C.C. pipe20.6.2.1 450 mm dia. R.C.C. pipe

4.9

2475

12130.93

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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

129.53

218

28289.35

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Carriage of materials by mechanical transport including loading/unloading and stacking at site complete. Carriage of stone aggregate above 40mm size for an average lead of 25kms

369.6

505

186884.54

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Carriage of materials by mechanical transport including loading/unloading and stacking at site complete. Carriage of sand and stone aggregate below 40mm size for an average lead of 25kms

338.24

465

157328.95

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Carriage of good earth for an average lead of 3kms

2777.4

207

575755.02



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