Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date13 Feb 2025
Closing Date21 Feb 2025
Tender Amount₹ 1,48,80,000 
Notes
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Description

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BOQ Items

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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 stone aggregate 40 mm nominal size)

61

4826

294416.5

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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 in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size using plums (size not over 160mm split nallah stone or quarry stone @ 30% of grass volume) crushed

490

4294

2104496.1

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Providing and laying cement concrete in retaining walls,return walls, walls (any thickness) including attached pilasters, columns, piers, aabutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five leel, excluding the cost of centring,shuttering and finishing in 1:3:6(1 cement:3coarse sand:6 graded stone aggregate 20mm nominalsize) (using 30% plums )crushed

264

5576

1472256.72

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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 level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size))

6

7788

46730.4

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Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

2

9395

18791.4

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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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

18

9821

176793.3

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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 Cold twisted bars

3247

123

400030.4

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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 900 mm dia. R.C.C. pipe

37.5

3951

148186.88

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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 600 mm dia. R.C.C. pipe

15

2415

36237

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Stone filling hand packed including cost of stones in Horizontal on level (using 50% available stone)

510

587

299829

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Providing and laying drain flooring / coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

60

416

24990

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

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-

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Foundations, footings, bases for columns

837

286

239674.95

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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

936

628

588697.2

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Columns, pillars, piers, abutments, posts and struts.

320

742

237616

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

38

718

27291.6

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

24

1145

27482.4

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Hand-packing stones in wire-crates; excluding cost of crates but including cost of stones

36

1071

38561.4

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Providing and laying B.A..wire knitted crates of size 6.0mx1.5 mx1.5 m with mesh size 150mmx150mm including B.A wire 4mm dia including carriage upto actual site of work.

10

5620

56200

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Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone

473

2793

1321467.4

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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

3300

2

9240

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Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage)

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-

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63 mm to 45mm

495

1204

596054.25

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53 mm to 22.4 mm

248

1204

298629.2

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Supplying and stacking at site stone screening of size (excluding carriage)

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-

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13.2 mm nominal size (Type A)

75

1204

90311.25

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11.2 mm nominal size (Type B)

57

1204

68636.55

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Supplying and stacking at site stone dust (excluding carriage)

59

770

45430

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Laying, spreading and compacting stone aggregate of specified sizes 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

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-

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63 mm to 45mm

495

768

380234.25

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53 mm to 22.4 mm

248

768

190501.2

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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, cleani preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.

3300

74

245355

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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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity

165

8734

1441250.25

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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.

3300

268

884895

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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

3300

101

334620

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Surface/Berm dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

2720

24

65606.4

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

-

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-

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Sand for an av. lead 50 Kms distance

298

741

220859.72

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Bajree/Stone aggregates below 40mm nominal size for an av. 30 Kms distance

1045

520

543755.3

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Stone for an av.lead of 30 Kms distance.

990

612

605988.9

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Stone aggregate 63mm to 45mm size for an av. 30Kms distance .

495

565

279991.8

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Stone dust for an av.lead of 30 Kms distance

59

520

30700.06

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900mm dia Hume Pipe for an av. Lead 120 Kms distance.

37.5

827

31017

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600mm dia Hume Pipe for an av. Lead 120 Kms distance.

15

565

8484.6



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