Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date8 Nov 2023
Closing Date21 Nov 2023
Tender Amount₹ 2,46,91,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid.

273.75

579977

2118.64

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(C) Construction Of 1x4 Mtr. Span RCC Slab Culvert.

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-

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Dismantling of old existing culvert including dewatering of Nallah all complete.

2

76271

38135.59

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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 :

97.5

21222

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

10.08

8542

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.

6.72

29630

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 .

26.88

177417

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)

30.32

252371

8323.6

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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) all complete.

108

770868

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.

6859.2

716169

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.

44

10677

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

48

29214

608.64

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Centering and shuttering including strutting, propping etc. and removal of form for:Edges of slabs and breaks in floors and walls Under 20 cm wide

44.8

9954

222.2

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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.

173.6

92530

533.01

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Back Filling with granular materials (Nallah) of specified size incl. all carriages, leads, lifts involved complete behind abutment, wing wall and return wall ro the full height compacted to a firm condition complete as per darwings and technical specifications all complete.

49.92

42305

847.46

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Carriage of Material:- Stone agg.avg lead of 10 Kms

155.94

36875

236.47

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Sand for an average lead of 14 Kms

77.98

21900

280.85

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(D) Construction Of R/Wall

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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 :

341.25

74279

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

52.5

44491

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.

52.5

231485

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.

658.1

4218980

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.

1950

1039369

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.

325

234110

720.34

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Providing/fixing and placing PVC pipe of prince quality (B-Type) of required length at required spacing for weep holes complete.

150

31779

211.86

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Carriage of Material:- Stone agg. 40mm avg lead of 10 Kms

639.55

164409

257.07

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Sand for an average lead of 14 Kms

319.75

89801

280.85

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

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-

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12" dia RCC pipes

48.6

144152

2966.1

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18" dia RCC pipes

29.16

135915

4661.02

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(F) Pavement

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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

821.25

1312571

1598.26

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Providing and applying tack coat using hot straight run bitumen of V-G 10 Grade on the prepared surface and cleaned with hydraulic broom as per technical specification clause 503 of MOST specifications incld. Carriage of materials loading, unloading incld. All taxes involved on account of labour and material incld. cost of bitumen. On WBM surface @0.75kg/sqm.

10950

689959

63.01

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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.

547.5

3986057

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.

10950

2719870

248.39

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Providing and laying 6mm thick 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.

10950

940933

85.93

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Maintenance Cost for 5 Years

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1st Year

1

227400

227400

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2nd Year

1

341100

341100

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3rd Year

1

454800

454800

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4th Year

1

568500

568500

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5th Year

1

682200

682200



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