Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 Jun 2024
Closing Date20 Jun 2024
Tender Amount₹ 8,10,00,000 
Notes
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Costs

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)

225

1085962

4826.5

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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

915

3929824

4294.89

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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

1340

7472818

5576.73

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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 spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

6

58931

9821.85

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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(complete job)

142

561134

3951.65

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Stone filling hand packed including cost of stones in Horizontal on level

550

515845

937.9

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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

1209

503548

416.5

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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

2800

801780

286.35

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

2974

1870497

628.95

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Suspended floors, roofs, landings, balconies and access platforms

12

8618

718.2

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

5

5725

1145.1

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

900

2514420

2793.8

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Cold twisted bars

1000

123200

123.2

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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

20625

57750

2.8

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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

1547

1862820

1204.15

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53 mm to 22.4 mm

1547

1862820

1204.15

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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)

235

282975

1204.15

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11.2 mm nominal size (Type B)

353

425064

1204.15

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Supplying and stacking at site good earth (excluding carriage)

124

34881

281.3

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Supplying and stacking at site stone dust (excluding carriage)

124

95480

770

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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

1547

1188328

768.15

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53 mm to 22.4 mm

1547

1188328

768.15

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

1547

2917564

1885.95

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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. With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm.

20625

637312

30.9

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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.

20625

1533468

74.35

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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

1031

9005630

8734.85

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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.

20625

5530593

268.15

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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

20625

2091375

101.4

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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.

11280

272073

24.12

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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 100 Kms distance

978

1264690

1293.14

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Bajree/Stone aggregates below 40mm nominal size for an av. 20 Kms distance

2420

992054

409.94

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Stone for an av.lead of 20 Kms distance.

2132

1028284

482.31

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Stone aggregate 63mm to 45mm size for an av. 20Kms distance .

1547

689405

445.64

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Stone aggregate 53 mm to 22.40mm size for an av. 20Kms distance .

1547

634177

409.94

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Stone aggregate/screening13.20 mm nominal size size for an av.20 Kms distance .

235

96335

409.94

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Stone aggregate/screening11.20 mm nominal size size for an av.20 Kms distance .

353

144708

409.94

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Good earth for an av.lead of 2 Kms distance .

130

23959

184.3

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Stone dust for an av.lead of 20 Kms distance

124

50832

409.94



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