Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 Feb 2025
Closing Soon12 Feb 2025
Tender Amount₹ 2,40,00,000 
Notes
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Costs

Description

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BOQ Items

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Construction of Granular Sub-Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

1261

2300

2900300

... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

1483.63

2625

3894528.75

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Providing and applying tack coat with bitumen (VG-30) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (Over WMM)

13337.5

15

200062.5

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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

666.88

9600

6402048

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Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (Over DBM)

13337.5

12

160050

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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

400.13

11000

4401430

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Constrution of embankment with material obtain from borowpits with all lifts and leads, tranporting to site , spreading grading to required to slope and compacting to meet required table No 300-2.

1096.59

95

104176.05

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Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. SI No 251

427.33

120

51279.6

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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. SI No 255

8.68

1000

8680

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Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. SI No 281

14.2

4200

59640

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Cement concrete with 4 cm. gauge approved stone, ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

65.91

4400

290004

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Reinforcement Cement concrete with 2 cm. gauge approved stone, ballast, approved coarse sand and cement in the proportion of 3:1.5:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

140.95

6000

845700

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Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. (Chapter- 8 (Add item-a)

12.66

3800

48108

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Providing, laying and fixing of 350mm dia NP3 Hume Pipe in proper position and joining them with coller and filling of joint with jute and cement mortar in 1:2 cement and sand complete. As per PWD Misc.Item S.I. No.-11(a)

40

1350

54000

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Providing and laying reinforced cement concrete 600 mm pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

15

2400

36000

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Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work SI No 577

27.8

145

4031

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Cement concrete with 20mm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. 279(a)

0.28

5500

1540

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12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus. SI No 584

1.62

135

218.7

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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks.

132.83

5600

743848

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause. For Cushion

9.5

138

1311

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Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is excluding of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes

485

618

299730

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Maintenance cost for 2nd year @ 0.25% cost of work of Total work of amount 1 to 24

1

53426

53426

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Maintenance cost for 3rd year @ 0.50% cost of work of Total work of amount 1 to 24

1

106952

106952

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Maintenance cost for 4th year @ 0.75% cost of work of Total work of amount 1 to 24

1

160478

160478

... More
Maintenance cost for 5th year @ 1% cost of work of Total work of amount 1 to 24

1

214004

214004



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