Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jan 2024
Closing Date29 Jan 2024
Tender Amount₹ 7,22,60,000 
Notes
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Costs

Description

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Documents
Up gradation of roads from GundporaOnagam to Khayar via Boinar and LawayporaPazalporaKaloosaWaterina road, KaloosaNathpora road, KasayeeMohallaWatrina road , Mir MohallaBarzulla road and Turkpora to Potushay including allied links at Bandipora
Up gradation of roads from GundporaOnagam to Khayar via Boinar and LawayporaPazalporaKaloosaWaterina road, KaloosaNathpora road, KasayeeMohallaWatrina road , Mir MohallaBarzulla road and Turkpora to Potushay including allied links at Bandipora
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BOQ Items

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DO_NOT_SHOW

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Providing & 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 to remove all dirt, dust, mud etc and finally brooming the surface as per required specifications. A. on WBM surface @ 0.75 Kgs/sqm.

40150

2985152

74.35

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B. On BT surface @ 0.50 kgs/sqm

21900

1208880

55.2

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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 and laboratory testing chargescomplete.

3102.5

26653422

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.

62050

18186855

293.1

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P/L of 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 meter) and 0.60 cum of fine aggregate /100 sqm of road surface incl. rolling and finishing complete as per MOST specifications incl. cost and carriage of all materials involved from source upto site of work complete.

62050

6291870

101.4

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Supply and filling of Khakh Bajri incl.dressing,watering and consolidation with power road roller 8-10 tonne capacity incl all costs and carriages of materials involved.

2587.5

2199375

850

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CONSTRUCTION OF CEMENT CONCRETE DRAIN

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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

103.19

26505

256.85

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

17.2

16339

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)

12.9

67117

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. All work upto plinth level in 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size crushed).

51.03

292585

5733.6

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Centering and shuttering incl. strutting, propping etc. and removal of form work for walls (any thickness) including attached pilasters butteress, plinth and string courses etc including cost and carriage of materials involved complete.

170.1

48708

286.35

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P/L Cement Concrete Flooring in (50 mm Thick)in 1:2:4 mix (1 Cement,2 Coarse sand,4 gradeded stone Aggregate) finished with a floating coat of neat cement.Aggregate size 20 mm including curing

71.82

40373

562.15

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

60.7

24883

409.94

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B) Sand for an average lead of 15 Kms

30.35

10455

344.49

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CONSTRUCTION OF RETAINING WALL

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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

83.98

21570

256.85

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

12.92

12274

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)

9.69

50416

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)

111.23

722995

6500

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R.R Stone Masonry laid dry with hard Querry stones in foundation and plinth

74.15

259525

3500

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

121.34

121340

1000

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

151.67

113752

750

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Providing & laying 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

67.41

28076

416.5

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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

11.69

4792

409.94

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B) Sand from hajin for an average lead of 20 Kms

28.09

9676

344.49

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C) stones for an average lead of 20 kms

148.3

71526

482.31

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RCC PIPES

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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) 12'' dia ( S&S type)

24.39

85194

3493

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B) 18'' dia ( S&S type)

24.39

129151

5295.26

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Maintenance Cost for 5 Years

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1st Year @ 10%

1

656912

656912.27

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2nd Year' @ 15%

1

985368

985368.41

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3rd Year @ 20%

1

1313824

1313824.54

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4th Year @ 25%

1

1642280

1642280.68

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5th Year @ 30%

1

1970736

1970736.81



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