Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date4 Jan 2025
Closing Date28 Jan 2025
Tender Amount₹ 3,36,90,000 
Notes
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Costs

Description

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BOQ Items

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Ordinary Rock @15%

2010

392

789528

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Hard Rock (Requiring Blasting) @10%

1340.48

687

921043.81

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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

5211.25

218

1138137

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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 1:5:10 (1 cement : 5 coarse sand : 10 graded brick aggregate 40 mm nominal size (AS Per Detailed Estimate Attated)

63.72

4826

307544.58

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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) (AS Per Detailed Estimate Attated)

104

5733

596294.4

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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 etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (AS Per Detailed Estimate Attated)

417

7564

3154521.6

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Centering and shuttering including strutting, propping etc. and removal of form work for:

-

-

-

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Foundations, footings, bases for columns

387

286

110817.45

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

1160.64

628

729984.53

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

21

718

15082.2

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

84

262

22024.8

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Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

98

416

40826.8

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

35

9821

343764.75

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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

3500

123

431200

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Hand packed stone filling including cost of stones

100.02

732

73274.65

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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.

5.18

221

1146.59

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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 900 mm dia. R.C.C. pipe

60

3951

237099

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Laying, spreading and compacting stone aggregate of specified sizes to WBM-II 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

1485

2234

3317787

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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

1485

1885

2800635.75

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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. 16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

495

8740

4326671.25

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Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity

9900

298

2955150

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Providing and applying tack coat using hot straight run bitumen of grade –VG-30, 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.

9900

75

749925

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Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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 bitumen surface @ 0.50 Kg/sqm.

9900

56

555390

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Providing, laying watering and compacting in layers not exceeding 200mm thick with 80-100 KN road roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete.

15.75

450

7087.5

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Construction of Vented Causeway (complete job) as directed by engineer in charge.

20

200000

4000000

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Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

-

-

-

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Stone aggregate Above 40mm nominal size average lead 15.00 Km

1485

374

556117.65

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Stone aggregate Below 40mm nominal size average lead 15.00 Km

1158.18

344

398981.43

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NP3 Pipes for Avg. Lead of 75 Km MT.

24

2400

57600

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Maintenance Cost for Ist year as per NABARD Guidelines.

3042000

8

243360

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Maintenance Cost for 2nd year as per NABARD Guidelines.

3042000

14

425880

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Maintenance Cost for 3rd year as per NABARD Guidelines.

3042000

20

608400

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Maintenance Cost for 4th year as per NABARD Guidelines.

3042000

26

790920

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Maintenance Cost for 5th year as per NABARD Guidelines.

3042000

32

973440

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Note: Bidder has to quote rate for construction part only whereas maintenance part amount is fixed

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