Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date1 Feb 2025
Closing Soon7 Feb 2025
Tender Amount₹ 72,00,000 
Notes
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Costs

Description

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BOQ Items

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Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8GCase - II

95

8700

826500

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.42 All work complete as per Engineer in Charge.

24

89800

2155200

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Plain/Reinforced cement concrete (RCC M-30) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.05

74

9250

684500

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Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C Case II

76

9950

756200

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702. As per MORT&H Specification no. 14.4

6.9

15200

104880

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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.8

132

488

64416

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.9

210

2135

448350

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.10

36

3525

126900

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Dismantling R.C.C. work manually by mechenical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as directed by Engineer-In-Charge. As per S.I. no. 15.30

22

1275

28050

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In mud mortar. As per S.I. no. 15.7.1

93

265

24645

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Dewaterng of water trenches during excavation, concreting, masonary works upto sub soil/ water level including hire charges of 5 H.P.

864

150

129600

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Boring with 100 dia casing pipe including lowering & extraction, assembling, loading, unloading & cartage etc (hire charges only).

1

10000

10000

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Construction of Embankment/Patri with approved material obtained from Borrow-pits within a distance of 3.00 KM and all leads & lifts, transporting to site, spreading, grading to required slope and compacting to meet requirements of Table 300-2 as per MoRTH Clause 305(3.16) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work.

900

185

166500

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Supply and Laying of 1000mm dia NP-3 Pipe etc. complete.

50

9200

460000

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Empty Cement Bags of good condition (Plastic) filled with Carted Earth including filling, stiching and stacking at side of filling.

1000

34

34000

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Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete and including all machinery charges & including all labour, T&P etc required for proper completion of the work. as directed by Engineer Incharge. As per MoRT&H clause 401(b).

130

3350

435500

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Providing, laying, spreading and compacting graded stone aggregate to 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, 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. as per MoRT&H Specification 406.

20

3470

69400

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Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70 Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with Mechanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work.

275

43

11825

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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 VG-30 @ 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.

13

11400

148200

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Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For Bitumenous Surface).

275

12

3382.5

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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 VG-30 @ 5.40% 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

8

12800

102400

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Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment

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