Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Opening Date2 May 2025
Closing Date14 May 2025
Tender Amount₹ 20,43,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Ordinary rock (not requiring blasting)

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-

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Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition ) Curtain wall

71.64

260

18626

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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.

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1000 mm dia

52.5

5584

293160

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per clause 2503.

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-

27.54

2162

59532

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100.

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-

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Using batch type concrete mixer with integrated weigher.

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-

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PCC Grade Ml5

203.5

4791

972805

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Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.

38.58

749

28898

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section . (A)

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-

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PCC Grade M20

24.02

5135

123322

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RCC Grade M20

18.39

5223

96074

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Supplying, fitting and placing HSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200

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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 specifications 710.1.4 of I.R.C. 78 and 2200

28.8

1968

56678

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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.

28

438

12264

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material

39

1011

39429

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Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area Construction of sub-grade with approved material/selected soil having C.B.R. 8 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

206

268

55208

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Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications^ For Village roads )

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P.C.C. M-10

13.4

3449

46217

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P.C.C. M-15

20.1

4312

86671



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