Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date25 Nov 2023
Closing Date13 Dec 2023
Tender Amount₹ 6,25,29,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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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.

2190

18814180

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.

43800

12837780

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.

43800

4441320

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.

4320

3672000

850

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CONSTRUCTION OF RETAINING 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

149.27

38340

256.85

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

22.96

21812

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)

17.22

89593

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)

197.69

1284985

6500

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

131.8

461300

3500

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

215.67

215670

1000

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

269.58

202185

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

119.81

49900

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

20.77

8514

409.94

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

49.92

17196

344.49

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C) stones for an average lead of 20 kms

263.59

127132

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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-

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1st Year

1

568449

568449.72

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2nd Year

1

852674

852674.58

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3rd Year

1

1136899

1136899.44

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4th Year

1

1421124

1421124.31

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5th Year

1

1705349

1705349.17



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