Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date9 Nov 2023
Closing Date22 Nov 2023
Tender Amount₹ 2,83,06,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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(B) WBM G-II

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-

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Supplying & Stacking at site graded stone aggregate of size 63-45mm excluding carriage.

684.38

698389

1020.47

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Supplying & Stacking at site stone screening of size 13.20mm nominial size (type-A) excluding carriage.

104.03

106159

1020.47

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Supply & Stacking of Moorum at site excluding carraige.

54.75

31038

566.91

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Laying, spreading & Compacting stone aggregate of specified sizes to WBM specifications in uniform Thickness, hand picking, rolling with 3-wheeled road/vibratory roller 8-10 tonner capacity in stages to proper grade & camber, applying & brooming requisite type of screening/binding material to fill up interstices of coarse aggregate watering & compacting to the required density.

684.38

445510

650.97

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Carriage of materials by mechanical transport from source to site of work incl. loading and unloading complete.

-

-

-

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Stone aggregate 40mm & above for an average lead of 45 Kms.

684.38

397659

581.05

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Stone Screening from Source to site for an average lead of 45 Kms

104.03

60473

581.31

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Moorum/stone dust from source to site of work for an average lead of 45 Kms

54.75

31826

581.31

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(C)WBM G-III

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-

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Supplying & Stacking at site graded stone aggregate of size 53-22.40mm excluding carriage.

684.38

698389

1020.47

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Supplying & Stacking at site stone screening of size 13.20mm nominial size (type-A) excluding carriage.

156.04

159234

1020.47

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Supply & Stacking of Moorum at site excluding carraige.

54.75

31038

566.91

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Laying, spreading & Compacting stone aggregate of specified sizes to WBM specifications in uniform Thickness, hand picking, rolling with 3-wheeled road/vibratory roller 8-10 tonner capacity in stages to proper grade & camber, applying & brooming requisite type of screening/binding material to fill up interstices of coarse aggregate watering & compacting to the required density.

684.38

445510

650.97

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Carriage of materials by mechanical transport from source to site of work incl. loading and unloading complete.

-

-

-

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Stone aggregate 40mm & above for an average lead of 45 Kms.

684.38

397659

581.05

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Stone Screening from Source to site for an average lead of 45 Kms

156.04

90707

581.31

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Moorum/stone dust from source to site of work for an average lead of 45 Kms

54.75

31826

581.31

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(C) Construction Of R/Wall

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-

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches fofoundations, 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 :

314.97

68559

217.67

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Providing and laying of stone soling duly hand packed (Nallah) including watering, dressing and ramming with all carriages, loading & unloading upto site of work complete

48.46

41067

847.46

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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 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size (crushed). As per drawings and technical specifications Complete.

48.46

213671

4409.24

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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 etcupto 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) complete job.

607.43

3894142

6410.85

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Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.

1799.85

959338

533.01

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Supply, Stacking, filling of nallah muck/stones behind R/Walls as back filling (Filter Media) including ramming cost of all materials and carriage complete.

269.98

194477

720.34

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Providing/fixing and placing PVC pipe of type B of required length at required spacing for weep holes complete.

138.45

35199

254.24

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Carriage of Materials:-

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-

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Stone agg. avg lead of 10 Kms

590.3

139588

236.47

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Sand for an average lead of 14 Kms

295.13

82887

280.85

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(D) Construction Of B/Wall

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-

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches fofoundations, 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 :

221

48105

217.67

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Providing and laying of stone soling duly hand packed (Nallah) including watering, dressing and ramming with all carriages, loading & unloading upto site of work complete

22.1

18728

847.46

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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 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size (crushed). As per drawings and technical specifications Complete.

22.1

97444

4409.24

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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 etcupto 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) complete job.

217.84

1396539

6410.85

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Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.

678.03

361396

533.01

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Providing/fixing and placing PVC pipe Type B of required length at required spacing for weep holes complete.

53.04

13484

254.24

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Carriage of Materials:-

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-

-

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Stone agg. avg lead of 10 Kms

215.94

51063

236.47

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Sand for an average lead of 14 Kms

107.98

30326

280.85

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(E) Construction Of 1x5 Mtr. Span RCC Slab Culvert

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-

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches fofoundations, 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 incl. dewatering of trenches/diverting of Nallah as per clause 304 MORTH specifications.

56.87

12378

217.67

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Providing and laying of stone soling duly hand packed (Nallah) including watering, dressing and ramming with all carriages, loading & unloading upto site of work complete

5.76

4881

847.46

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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 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size (crushed). As per drawings and technical specifications Complete.

3.84

16931

4409.24

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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)complete.

15.36

101381

6600.34

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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) complete.

18.62

154985

8323.6

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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) etc complete.

18.72

104566

5585.81

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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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

43.2

308347

7137.67

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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 Thermo-Mechanically Treated bars of grade Fe-500D or more.

4077.6

425742

104.41

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

22.76

5523

242.67

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Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms

53.32

32452

608.64

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Centering and shuttering including strutting, propping etc. and removal of form for:Columns, pillars, piers, abutments, posts and struts etc complete.

87.84

55275

629.28

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Back filling with granular Materials (nallah) of specified size behind R/Wall, abutments, wing wall to the full height including spreading, watering, dressing and ramming in 15/22 cm layers and consolidation with D.R.R of 08-10 tonne capacity to the required gradient and camber complete job.

32.76

27762

847.46

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Carriage of Materials:-

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-

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Stone agg. avg lead of 10 Kms

89.77

21227

236.47

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Sand for an average lead of 14 Kms

44.88

12604

280.85

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(F) Supply/laying of RCC spun pipes incl. aligning/cushioning etc incl. carriage complete.

-

-

-

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12" dia RCC pipes

32.1

95211

2966.1

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18" dia RCC pipes

36.6

170593

4661.02

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24" dia RCC pipes

24.4

169559

6949.15

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(G) Pavement

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-

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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 mm 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.

456.25

3321714

7280.47

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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 incl. carriage. 25mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity incl. Tack Coat complete.

9125

2841525

311.4

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Providing and laying 6mm 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 incl. all carriage all complete.

9125

784111

85.93

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Maintenance Cost for 5 Years

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1st Year

1

257300

257300

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2nd Year

1

385950

385950

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3rd Year

1

514600

514600

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4th Year

1

643250

643250

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5th Year

1

771900

771900



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