Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date8 Jan 2024
Closing Date23 Jan 2024
Tender Amount₹ 5,14,49,000 
Notes
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Costs

Description

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Documents
Construction / up-gradation of Dardpora-Randhaji Shamthan and Zulbal road Bandipora by way of earth work in cutting , P/L WBM G-I. WBM G-II, Wet Mix macadam, laying of 50 MM thick macadam, 25 mm thick semidense with 6mm thick seal coat, construction of 8
Construction / up-gradation of Dardpora-Randhaji Shamthan and Zulbal road Bandipora by way of earth work in cutting , P/L WBM G-I. WBM G-II, Wet Mix macadam, laying of 50 MM thick macadam, 25 mm thick semidense with 6mm thick seal coat, construction of 8
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BOQ Items

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Supply , stacking and laying water Bound Macadum (WBM) of graded stone Aggregate (G-II) with specified stone Aggregate at site of size range (63mm to 45 mm) including querry stone screening/chipping (13.2 mm size type "A" and binding material moorum/ Crusher stone dust including consolidation with power road roller of (8-10) capacity etc including all carriage and costs of materials involved complete.

958.13

2142378

2236

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Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) 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 and lifts, laying in uniform layers with mechanical paver. Finished 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.

958.13

1806985

1885.95

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Providing and applying Tack Coat using hot straight run bitumen of grade 80/100 incl.heating the bitumen spraying the bitumen with mechanically operated spray fitted on bitumen boiler,cleaning and preparing the existing road surface to remove all dirt.dust ,mud etc and finelly brooming the surface as per required specefications. On WBM surface @ 0.75 Kgs/Sqm

12775

949821

74.35

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Providing / Laying of 50mm thick premix Bituminous Macadam base course with stone aggregate of quality size & grading as specified in CPWD specifications & straight run bitumen of grade VG-10 @ 3.3% by weight of total mix @ 66Kgs/cum including hot mixing of stone aggregate and bitumen in hot mix plant, transporting and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 08 to 10 tonne capacity to achieve the required compaction and density (50mm compacted thickness complete) inluding cost & carriage of all materials involved from source upto site of work complete.

638.75

5487469

8590.95

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P/L of 25 mm thick compacted semidense bitumenious surface using crushed aggregate satisfying the gradation set out in MOST specifications with 5% binder content (by weight of total mix) bitumen of VG-10 grade @ 2.88 kgs/sqm with the aid of hot mix plant and paver finisher including rolling with 8 to 10 tonnee capacity road roller to achieve the required compaction and density [with bitumen VG-10 grade(quarry)] incl. rolling and finishing complete and incl. cost and carriage of all materials involved from source upto site of work complete.

12775

3744352

293.1

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Providing and laying 6 mm thick compacted seal coat of premixed fine aggregate(passing 2.36 mm and retained on 180 micron sieve) with bitumen 128 kg of bitumen of VG-10 grade per cubic meter of fine aggregate(0.768 kg of bitumen per square metre) and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing complete as per MOST specifications incl.cost and carriage of all materials involved from source upto site of work complete.

12775

1295385

101.4

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Supply and filling of Khakh Bajri incl watering and consolidation with PRR 8-10 tonne capacity incl.all cost and carriage of materials involved.

1050

892500

850

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Construction of 8 Mtr Span RCC Culvert

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-

-

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Earthwork in excavation by mechanical means (hydraullic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m & lift upto 1.5m as directed by engineer in charge All Kinds of soil

215.77

55420

256.85

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P/L dry stone soling hand packed tightly including all carriage and costs of materials involved complete.

12.6

11970

950

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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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

8.4

43704

5202.9

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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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

248.85

1767917

7104.35

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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)

45

350478

7788.4

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor v level Thermo-Mechanically Treated bars of grade Fe-500D or more.

23508

2896185

123.2

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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete, walls any thicknees abutments And Suspended floors, roofs, landings, balconies and access platforms.

392.36

112352

286.35

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Supply and filling of Nallah/Quarry muck behind culvert abutments including levelling ,dressing ,consolidation with power road roller of (8-10) tonne capacity and carriage all complete .

247.5

235125

950

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Carriage of materials by mechanical means transport from source to site of work incl loading & unloading complete job. A) Stone agg. Upto 40 mm for an average lead of 20 Kms

272.02

111511

409.94

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B) Sand from for an average lead of 15 Kms

136.01

46854

344.49

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Construction of 2 No. 2.5Mtr RCC Box Culvert

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-

-

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Earthwork in excavation by mechanical means (hydraullic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m & lift upto 1.5m as directed by engineer in charge All Kinds of soil

161.25

41417

256.85

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P/L dry stone soling hand packed tightly including all carriage and costs of materials involved complete.

4.84

4598

950

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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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

4.84

25182

5202.9

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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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

75.6

537088

7104.35

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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)

22.8

177575

7788.4

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor v level Thermo-Mechanically Treated bars of grade Fe-500D or more.

9444

1163500

123.2

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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete, walls any thicknees abutments And Suspended floors, roofs, landings, balconies and access platforms.

234.6

67177

286.35

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Supply and filling of Nallah/Quarry muck behind culvert abutments including levelling ,dressing ,consolidation with power road roller of (8-10) tonne capacity and carriage all complete .

27

25650

950

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Carriage of materials by mechanical means transport from source to site of work incl loading & unloading complete job. A) Stone agg. Upto 40 mm for an average lead of 20 Kms

92.9

38083

409.94

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B) Sand from for an average lead of 15 Kms

46.44

15998

344.49

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RCC Pipes

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-

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P/L of RCC Spun pipes incl. Excavating trenches of required width and depth, providing of required cushioning b.w.o nallah muck filling, laying of pipes to proper/required gradient , refilling of trenches, levelling, ramming,dressing,watering incl. loading , unloading , cost & carriage of pipes all Complete. A) 300 mm dia ( S&S type)

43.74

152783

3493

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B) 450 mm dia ( S&S type)

36.45

193002

5295

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C) 600 mm dia ( S&S type)

14.58

115648

7932

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Construction of cement Concrete Drain

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-

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Earthwork in excavation by mechanical means (hydraullic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m & lift upto 1.5m as directed by Engineer in charge All Kinds of soil

690

177226

256.85

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P/L dry stone soling hand packed tightly including all carriage and costs of materials involved complete.

86.25

81937

950

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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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

86.25

448750

5202.9

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. and finishing . All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

310.5

2046583

6591.25

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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

2070

592744

286.35

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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate.

517.5

290912

562.15

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Carriage of materials by mechanical means transport from source to site of work incl loading & unloading complete job. A)Stone agg. Upto 40 mm for an average lead of 20 Kms

379.84

155711

409.94

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B) Sand from for an average lead of 15 Kms

189.92

65425

344.49

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Construction of R/Wall

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-

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Earthwork in excavation by mechanical means (hydraullic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m & lift upto 1.5m as directed by engineer in charge All Kinds of soil

755.27

193991

256.85

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P/L dry stone soling hand packed tightly including all carriage and costs of materials involved complete.

123

116850

950

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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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

92.25

479967

5202.9

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Random Rubble masonry with hard stone from Querry in R/Walls including levelling up with Cement Concrete 1:6:12 mix (1 Cement,6 Coarse Sand,12 Graded stone Aggregate 20 mm nominal size) upto Plinth level with Cement Mortar 1:6 mix (1 cement 6 coarse sand)

1462.4

9505600

6500

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Random Rubble Stone Masonry laid dry with hard Querry stones in foundation and plinth with bond stones.

422.92

1480220

3500

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Backfilling behind R Wall with 2nd class stones/stone boulders including all cost and carriage of materials involved complete.

1026.8

1026800

1000

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Backfilling behind R Wall with Khak Bhajri filling including all cost and carriage of materials involved complete.

1283.5

962625

750

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Providing & laying cement concrete cooping( damp-proof Course) 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete

641.76

267293

416.5

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Carriage of materials by mechanical means from source to site of work incl loading & unloading complete job. A) Stone agg. Upto 40 mm for an average lead of 20 Kms

111.25

45605

409.94

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B) Sand from hajin for an average lead of 15 Kms

538.22

185411

344.49

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C) stones for an average lead of 20 kms

1508.3

727468

482.31

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Providing and fixing of Precast cement concrete KM stones with M25 grade of size .0.60m x0.30m x 1.0m including trunch cutting , base concrete , painting , writing of standard design all complete as per the directions of Engineer Incharge.

8

32648

4081

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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 and profile 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, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

1443.8

922443

638.9

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Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of 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). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. 1 Mandatory/Regulatory sign boards of 600 mm diameter with part as length of 3750 mm.

6

27000

4500

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2 Cautionary/warning sign boards of equilateral triangular shape having each side of 600 mm support length of 3650mm.

12

48000

4000

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Maintenance Cost for 5 Years

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-

-

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1st Year @ 10%

1

467719

467719.93

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2nd Year' @ 15%

1

701579

701579.9

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3rd Year @ 20%

1

935439

935439.87

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4th Year @ 25%

1

1169299

1169299.83

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5th Year @ 30%

1

1403159

1403159.8



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