Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date9 Nov 2024
Closing Date30 Nov 2024
Tender Amount₹ 3,75,30,000 
Notes
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Costs

Description

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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

5600

292

1635816

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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

5600

101

570472

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Providing and applying tack coat using hot straight run bitumen of grade 80/100 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

5600

76

426608

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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 tandemrollers 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-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

280

8458

2368382.8

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Providing/ laying M.S Pipe 300mm dia including cost of materials, excavation of earth laying of MS Pipe refilling of excavated earth, caushing also including cement concrete inlet pit (1:2:4) mix as per direction of incharge engineer and carriage all complete job.

4

28861

115444

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M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours).

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Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads andlifts etc. complete as per drawing, specification and direction of Engineer-in-charge.Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm.

5

5899

29497.9

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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, greaseand foreign material complete

420

581

244238.4

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Manufucturing / supply and fixing in position crash Barrier (double beam) including painting fixing in position with cement concrete 1:2:4 mix with all fixture complete

500

5575

2787765

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Earth work in excavation by mech. means (hydraulic excavator) in bulk . (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,

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All kind of soil (80%)

192

202

38937.6

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hard Rock(20%)

48

1065

51162.24

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Earth work in excavation by manual means (hydraulic excavator) in trenches for foundations, drains, pipes, cablesetc. (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:

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All kind of soil (60%)

252

270

68188.68

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Ordinary Rock(30%)

126

490

61850.88

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hard Rock(10%)

42

1183

49695.66

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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)

300

6427

1928373

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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)

216

7777

1680037.2

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

1360

617

840452.8

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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing incld. Carraige of all stone to a lead of 5km

108.6

5575

605535.14

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Dry random rubble masonry with hard stone in foundation and plinth With bond stone incd. Carraige of stone for a lead of 5 Km By MT

72.4

3952

286174.76

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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

90

473

42577.2

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Disposal of Earth for an avg. Lead of 5KM

768

244

187891.2

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chodanga part

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Earth work in excavation by mechanical means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in :

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-

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All kind of soil

4326.75

202

877464.9

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Oridinary rock

1442.25

373

538665.95

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Hard rock (BP)

1442.25

1065

1537265.43

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cast in situ plum concrete work of nominal mix concrete M-10 grade ( total mass of dry Nallah aggregate 480kg (max including plum ) and water 34kg (max) per 50kg of cement nominal max size of stone aggregate 20mm volumetric batching using plum ( size over 160mm split nallah stone or quarry stone ) @ 20% of gross volume upto plinth level including curing by excluding form work costs including carriage of all involved material complete job.

1960.5

6427

12601917.56

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Centering and shuttering inclduing strutting propping etc. and removal of form work including carriage complete job.

1350

618

834718.5

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Constt of granular sub base by providing coarse graded material, spreading in uniform layers with mortor grader on prepared surface, mixing by mix in place method with rotavator at OMC, compacting with vibratory roller to achieve desired denisty, all complete as per clause 40, including carriage for an average lead of 10 km by MT

1181.25

1802

2128848.75

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WbM) 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.

147.66

1775

262227.92

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P / Applying priming coat with bitumen emulsion (25-1) on prepared surface of granular base including cleaning of road surface and and spreaying primer @ 0.9-1.2 kg/sqm using mechnically means as per tech specification clause 502.

1968.75

32

63905.63

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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, cleaning and preparing the existing road surface as per specifications: a). On W.B.M. @ 0.75 Kg/sqm

1968.75

76

149979.38

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Providing and laying bituminous macadam using crushed stone aggregates of specified grading mixed with bituminous binder, transported to size by tippers, laid over a previously prepared surface with paver finisher and rolling with smooth wheeled , vibratory and tandem rollers as per specifications to achieve the desired compaction and density , complete as per specification and directions of Engineer in charge. 50 to 100mm avg. compacted thickness wiht bitumen VG-30 @ 3.5 % prepared in Batch type Hot Mix Plant of 100-120 TPH capacity

98.44

8458

832655.72

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Providing and Laying semi dense bituminous concrete of 25 mm thick on macademized surface with specified grade crushed aggre.as per most specification ( aggre 1 mm 15 % ,10 mm 55 % fine aggre.28 % cement 2 % mixed with binder @ 5.5 % Tar in Hot mix plant laid with power finish with required level acheiving the desired density consolidation with PRR including all carriage / cost of Tar and Seal coat with binder qty of 0.60 kg/sqm complete job

1968.75

292

575091.56

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Providing and laying seal coat of premixed fine agg (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128kg of vitumen o fgrade 80/100 per cum of fine agg and 0.60 cum of fine agg per 100sqm of road surface include rolling and finishing with Road, carriage by tipper to site, for all leads & lifts, complete

1968.75

101

200556.56

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Providing/ laying M.S Pipe 300mm dia including cost of materials, excavation of earth laying of MS Pipe refilling of excavated earth, caushing also including cement concrete inlet pit (1:2:4) mix as per direction of incharge engineer and carriage all complete job.

10

28861

288610



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