Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jan 2024
Closing DateCancelled
Tender Amount₹ 7,14,86,000 
Notes
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Costs

Summary

Construction Of Link Road From Masjid Shariff Ainyar To Tatapani Renaie Under Nabard Ridf-xxix

Description

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BOQ Items

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DO_NOT_SHOW

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Hard Rock (Requiring Blasting )

5574.51

3733249

669.7

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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 (All kinds of Soil 70% + Ordinary Rock 30%)

5840.21

1853857

317.43

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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(All kinds of Soil 80% + Ordinary Rock 20%)

324

95787

295.64

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

263.1

1162862

4419.85

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

500

2471700

4943.4

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size

1903

11184787

5877.45

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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

450

3191220

7091.6

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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)-(Labour Rate)

1832

6836181

3731.54

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Dry random rubble masonry with hard stone in foundation and plinthWithout bond stone (Nallah)

1267.25

2985577

2355.95

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Filling stones behind abutment,wing wall, return wall,R/wall etc excluding cost of stones in Horizontal on level

400

86560

216.4

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars

44670

3508828

78.55

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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

2000

524600

262.3

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Retaing walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

900

516465

573.85

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Suspended floors, roofs, landings, balconies and access platforms.

400

254240

635.6

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Edges of slabs and breaks in floors and walls Under 20 cm wide

480

116304

242.3

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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate

240

121200

505

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Providing and laying hard stones hand packed tightly to level including ramming etc.(LMR)

54

52963

980.8

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

810

160947

198.7

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Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.

12375

34031

2.75

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WBM (G-I 100 mm thick). Providing laying & spreading including supplying and stacking at site graded crushed stone aggregate of size 90mm to 45mm, stone screening 13.2mm nominal size(Type A) / good earth and compacting to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density including carriages etc.(complete Job)

1237.5

2284128

1845.76

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WBM (G-II 75 mm thick). Providing laying & spreading including supplying and stacking at site graded crushed stone aggregate of size 63mm to 45mm, stone screening 11.2mm nominal size(Type A) / good earth and compacting to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density including carriages etc. (complete Job)

928.12

1786278

1924.62

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WBM (G-III 75 mm thick) Providing laying & spreading including supplying and stacking at site graded crushed stone aggregate of size 53 mm to 22.4 mm, stone screening 11.2mm nominal size(Type A) / good earth and compacting to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density including carriages etc.(complete Job)

928.12

1810762

1951

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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 pecifications.On bitumen surface @ 0.50 Kg/sqm.(LMR)

12375

891990

72.08

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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity(LMR)

618.75

5259375

8500

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2.5cm 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 52kg 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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.(LMR)

12375

3141888

253.89

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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.(LMR)

12375

1256062

101.5

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Carriage of Material

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Carriage of Stone at an av. distance of 2km by MT

1321.25

209153

158.3

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Carriage of Sand at an av. distance of 28 km by M.T

2184.19

915131

418.98

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Carriage of Stone Agg.below 40mm nominal size at an av. distance of 28 km by M.T

3459.85

1449469

418.94

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Carriage of Stone Agg. 40 mm nominal size at an av. distance of 28 km by M.T

234.16

106631

455.38

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Carriage of Steel at an av. distance of 145 km by M.T

44.67

56775

1270.99

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Carriage of Cement at an av. distance of 145 km by M.T

1100

1398089

1270.99

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05 Years Maintenance Charges

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-

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1st Year (1.0%)

1

649870

649870

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2nd Year (1.50%)

1

974805

974805

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3rd Year (2%)

1

1299740

1299740

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4th Year (2.50%)

1

1624675

1624675

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5th Year (3%)

1

1949610

1949610



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