Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Mar 2025
Closing Soon12 Mar 2025
Tender Amount₹ 73,40,870 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.

28

9800

274400

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Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

210

10700

2247000

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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

20

95400

1908000

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Providing weep holes in brick masonary abutment ,wing wall and return wallwith 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face . complete as per drawing and technical specification.

60

380

22800

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Drainage Spouts complete as per drawing and Technical specification

4

325

1300

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Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and Specification

75

2250

168750

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Protection Work Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing Not less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

50

4800

240000

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

24

5080

121920

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Approch Road Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 .

500

165

82500

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granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by miv in place method with rotavator at OMC, and compacting wab smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401

120

5700

684000

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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 upper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

63

6150

387450

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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 apper 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. (1% OPC Cement +3.5% Emulsion) ETA

35

10650

372750

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Providing and applying tack coat with VG-10 using Bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom .

350

11

3850

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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 @ 4.50 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 roliers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects

21

12000

252000

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Providing and applying tack coat with VG-10 using Bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom .

350

11

3850

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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 fisher 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

14

14100

197400

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Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

210

165

34650

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Diversion Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5

550

167

91850

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Supply and laying of RCC Hume pipe 1000mm dia including cost of all material, carriage upto site, loading and unloading, all labour and taxes, work complete as per direction of E/I for cross drainage in route diversion.

20

6650

133000

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Brick soiling with straight over burnt brick laid on edge and dry brick edging on both sides including preparation of sub grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including all labour T&P etc required for proper completion of work.As Per SI No 762(b)

150

500

75000



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